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Water, Volume 10, Issue 4 (April 2018) – 188 articles

Cover Story (view full-size image): In order to identify regularities in the development of the 2 proglacial troughs located on the forefield of Baranowski Glacier (King George Island), filed observations and analysis of grain size distribution (GSD) were carried out. The main finding was that the method based on the GSD parameters can be successfully used for the assessment of the stage of development of riverbeds relative to that of other riverbeds in polar regions. View this paper
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Editorial

Jump to: Research, Review

34 pages, 2802 KiB  
Editorial
Why and How Do We Study Sediment Transport? Focus on Coastal Zones and Ongoing Methods
by Sylvain Ouillon
LEGOS, Université de Toulouse, IRD, CNES, CNRS, UPS, 14 Avenue Edouard Belin, 31400 Toulouse, France
Water 2018, 10(4), 390; https://doi.org/10.3390/w10040390 - 27 Mar 2018
Cited by 49 | Viewed by 15649
Abstract
Scientific research on sediment dynamics in the coastal zone and along the littoral zone has evolved considerably over the last four decades. It benefits from a technological revolution that provides the community with cheaper or free tools for in situ study (e.g., sensors, [...] Read more.
Scientific research on sediment dynamics in the coastal zone and along the littoral zone has evolved considerably over the last four decades. It benefits from a technological revolution that provides the community with cheaper or free tools for in situ study (e.g., sensors, gliders), remote sensing (satellite data, video cameras, drones) or modelling (open source models). These changes favour the transfer of developed methods to monitoring and management services. On the other hand, scientific research is increasingly targeted by public authorities towards finalized studies in relation to societal issues. Shoreline vulnerability is an object of concern that grows after each marine submersion or intense erosion event. Thus, during the last four decades, the production of knowledge on coastal sediment dynamics has evolved considerably, and is in tune with the needs of society. This editorial aims at synthesizing the current revolution in the scientific research related to coastal and littoral hydrosedimentary dynamics, putting into perspective connections between coasts and other geomorphological entities concerned by sediment transport, showing the links between many fragmented approaches of the topic, and introducing the papers published in the special issue of Water on “Sediment transport in coastal waters”. Full article
(This article belongs to the Special Issue Sediment Transport in Coastal Waters)
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7 pages, 225 KiB  
Editorial
Advanced Hydroinformatic Techniques for the Simulation and Analysis of Water Supply and Distribution Systems
by Manuel Herrera 1,*, Silvia Meniconi 2, Stefano Alvisi 3 and Joaquín Izquierdo 4
1 Department of Architecture & Civil Engineering, University of Bath, Claverton Down, Bath BA2 7AZ, UK
2 Department of Civil and Environmental Engineering, University of Perugia, via G. Duranti 93, 06125 Perugia, Italy
3 Department of Engineering, University of Ferrara, via Saragat, 1, 44122 Ferrara, Italy
4 Institute for Multidisciplinary Mathematics, Universitat Politècnica de València, Cno. de Vera, s/n, 46022 Valencia, Spain
Water 2018, 10(4), 440; https://doi.org/10.3390/w10040440 - 08 Apr 2018
Cited by 6 | Viewed by 3937
Abstract
This document is intended to be a presentation of the Special Issue “Advanced Hydroinformatic Techniques for the Simulation and Analysis of Water Supply and Distribution Systems”. The final aim of this Special Issue is to propose a suitable framework supporting insightful hydraulic mechanisms [...] Read more.
This document is intended to be a presentation of the Special Issue “Advanced Hydroinformatic Techniques for the Simulation and Analysis of Water Supply and Distribution Systems”. The final aim of this Special Issue is to propose a suitable framework supporting insightful hydraulic mechanisms to aid the decision-making processes of water utility managers and practitioners. Its 18 peer-reviewed articles present as varied topics as: water distribution system design, optimization of network performance assessment, monitoring and diagnosis of pressure pipe systems, optimal water quality management, and modelling and forecasting water demand. Overall, these articles explore new research avenues on urban hydraulics and hydroinformatics, showing to be of great value for both Academia and those water utility stakeholders. Full article

Research

Jump to: Editorial, Review

15 pages, 7053 KiB  
Article
Epibenthic Communities on Artificial Reefs in Greece, Mediterranean Sea
by Katerina Achilleos 1,*, Maria Patsalidou 1, Carlos Jimenez 1,2, Nikolaos Kamidis 3, Andreas Georgiou 1, Antonis Petrou 1 and Argyris Kallianiotis 3
1 Enalia Physis Environmental Research Centre, Acropoleos 2 Aglanzia, Nicosia 2101, Cyprus
2 Energy, Environment and Water Research Center of the Cyprus Institute, Konstantinou Kavafi 20 Aglantzia, Nicosia 2121, Cyprus
3 Hellenic Agricultural Organization—Fisheries Research Institute, Nea Peramos, Kavala 64007, Greece
Water 2018, 10(4), 347; https://doi.org/10.3390/w10040347 - 21 Mar 2018
Cited by 4 | Viewed by 4335
Abstract
The marine ecosystems in the Mediterranean are in alarming condition due to the complex and cumulative impacts of anthropogenic activities and natural disturbances. Management, conservation, and restoration of resources in these impacted ecosystems are among the priorities set by Mediterranean countries. Artificial reefs [...] Read more.
The marine ecosystems in the Mediterranean are in alarming condition due to the complex and cumulative impacts of anthropogenic activities and natural disturbances. Management, conservation, and restoration of resources in these impacted ecosystems are among the priorities set by Mediterranean countries. Artificial reefs (ARs) are one of the countermeasures widely promoted. The present study describes the hard substrate epibenthic communities found on three ARs (Ierisssos, Kalymnos, and Preveza) located in the Aegean and Ionian Seas (Greece). Samples were collected from the ARs seasonally (four times/year), during 2013 and 2014. Overall, 117 species were identified and a multivariate analysis showed that each area holds a distinct diversity. Serpulid polychaetes dominate Ierissos and Preveza communities, while gastropods were identified as the prevailing taxa in Kalymnos. No seasonal effects were detected, suggesting “stability” and good adaptation of the communities to the local environmental conditions. Salinity was found to affect the community structure. The results of this study illustrate the need for comparative research on ecological processes under contrasting environmental abiotic and biotic local conditions affecting epibenthic communities. Full article
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17 pages, 4398 KiB  
Article
Assessing Aquifer Salinization with Multiple Techniques along the Southern Caspian Sea Shore (Iran)
by Mohammad Golshan 1, Nicolò Colombani 2 and Micòl Mastrocicco 3,*
1 Department of Watershed Management and Engineering, Sari University of Agriculture Sciences and Natural Resources, 48175 Sari, Iran
2 SVeB, University of Ferrara, via Luigi Borsari 46, 44121 Ferrara, Italy
3 DiSTABiF, University of Campania “Luigi Vanvitelli”, via Vivaldi 43, 81100 Caserta, Italy
Water 2018, 10(4), 348; https://doi.org/10.3390/w10040348 - 21 Mar 2018
Cited by 21 | Viewed by 4520
Abstract
This study focuses on the salinization of the coastal aquifer in the Mazandaran Province (Iran) within four different sites. Many factors can lead to declining groundwater quality, but this study focuses on the seawater intrusion area. Therefore, locating the interface between saltwater and [...] Read more.
This study focuses on the salinization of the coastal aquifer in the Mazandaran Province (Iran) within four different sites. Many factors can lead to declining groundwater quality, but this study focuses on the seawater intrusion area. Therefore, locating the interface between saltwater and freshwater is very important. For this purpose, three characterization methods with different accuracies have been employed: the Verruijt equation, vertical resistivity sounding, and an electromagnetic survey. Vertical resistivity sounding and the electromagnetic survey were performed near existing exploration boreholes and were used to determine the saltwater interface. The results showed that the Verruijt equation provides a reliable localization in two of the sites, but in the other two sites, the determined interface is lower than the observed data. The geoelectrical method showed acceptable results, but often this method cannot distinguish between the saltwater and saline aquitard boundary. The electromagnetic method showed a high accuracy in all the study sites and proved to be the most reliable method compared with the other techniques employed in this study. The results from this study are useful in helping to identify the most suitable technique for locating the freshwater/saltwater interface, especially in those sites where a detailed characterization via multilevel sampling is not feasible for technical or economic reasons. Full article
(This article belongs to the Special Issue Salinization of Coastal Aquifer Systems)
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22 pages, 2940 KiB  
Article
Evaluating Water Use for Agricultural Intensification in Southern Amazonia Using the Water Footprint Sustainability Assessment
by Michael J. Lathuillière 1,*, Michael T. Coe 2,3, Andrea Castanho 2, Jordan Graesser 4 and Mark S. Johnson 1,5
1 Institute for Resources, Environment and Sustainability, University of British Columbia, Vancouver, BC V6T 1Z4, Canada
2 Woods Hole Research Center, Falmouth, MA 02540-1644, USA
3 Instituto de Pesquisa Ambiental da Amazônia, Brasília DF 71503-505, Brazil
4 Department of Earth and Environment, Boston University, Boston, MA 02215, USA
5 Department of Earth, Ocean and Atmospheric Sciences, University of British Columbia, Vancouver, BC V6T 1Z4, Canada
Water 2018, 10(4), 349; https://doi.org/10.3390/w10040349 - 21 Mar 2018
Cited by 32 | Viewed by 8371
Abstract
We performed a Water Footprint Sustainability Assessment (WFSA) in the Xingu Basin of Mato Grosso (XBMT), Brazil, with the objectives of (1) tracking blue (as surface water) and green water (as soil moisture regenerated by precipitation) consumption in recent years (2000, 2014); and [...] Read more.
We performed a Water Footprint Sustainability Assessment (WFSA) in the Xingu Basin of Mato Grosso (XBMT), Brazil, with the objectives of (1) tracking blue (as surface water) and green water (as soil moisture regenerated by precipitation) consumption in recent years (2000, 2014); and (2) evaluating agricultural intensification options for future years (2030, 2050) considering the effects of deforestation and climate change on water availability in the basin. The agricultural sector was the largest consumer of water in the basin despite there being almost no irrigation of cropland or pastures. In addition to water use by crops and pasture grass, water consumption attributed to cattle production included evaporation from roughly 9463 ha of small farm reservoirs used to provide drinking water for cattle in 2014. The WFSA showed that while blue and green water consumptive uses were within sustainable limits in 2014, deforestation, cattle confinement, and the use of irrigation to increase cropping frequency could drive water use to unsustainable levels in the future. While land management policies and practices should strive for protection of the remaining natural vegetation, increased agricultural production will require reservoir and irrigation water management to reduce the potential threat of blue water scarcity in the dry season. In addition to providing general guidance for future water allocation decisions in the basin, our study offers an interpretation of blue and green water scarcities with changes in land use and climate in a rapidly evolving agricultural frontier. Full article
(This article belongs to the Special Issue Progress in Water Footprint Assessment)
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12 pages, 5452 KiB  
Article
Synoptic and Climate Attributions of the December 2015 Extreme Flooding in Missouri, USA
by Boniface Fosu 1,*, Simon Wang 1,2 and Kathleen Pegion 3
1 Department of Plants, Soils and Climate, Utah State University, Logan, UT 84322, USA
2 Utah Climate Center, Utah State University, Logan, UT 84322, USA
3 Department of Atmospheric, Oceanic, and Earth Sciences and & Center for Ocean-Land-Atmosphere Studies, George Mason University, Fairfax, VA 22030, USA
Water 2018, 10(4), 350; https://doi.org/10.3390/w10040350 - 21 Mar 2018
Cited by 1 | Viewed by 4182
Abstract
Three days of extreme rainfall in late December 2015 in the middle of the Mississippi River led to severe flooding in Missouri. The meteorological context of this event was analyzed through synoptic diagnosis into the atmospheric circulation that contributed to the precipitation event’s [...] Read more.
Three days of extreme rainfall in late December 2015 in the middle of the Mississippi River led to severe flooding in Missouri. The meteorological context of this event was analyzed through synoptic diagnosis into the atmospheric circulation that contributed to the precipitation event’s severity. The midlatitude synoptic waves that induced the extreme precipitation and ensuing flooding were traced to the Madden Julian Oscillation (MJO), which amplified the trans-Pacific Rossby wave train likely associated with the strong El Niño of December 2015. Though the near-historical El Niño contributed to a quasi-stationary trough over the western U.S. that induced the high precipitation event, an interference between the MJO and El Niño teleconnections resulted in a relatively weak atmospheric signature of the El Niño in comparison to that of the MJO. The influence of anthropogenic climate change on the relationship between ENSO and precipitation across several central U.S. states was also investigated using 17 CMIP5 models from the historical single-forcing experiments. A regime change in ENSO-related precipitation anomalies appears to have occurred, from being negatively correlated before 1950 to positive and significantly correlated after 1970, suggesting a likely effect of anthropogenic warming on the December 2015 extreme precipitation event. Full article
(This article belongs to the Section Hydrology)
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16 pages, 1662 KiB  
Article
Removal of Chloramphenicol from Aqueous Solution Using Low-Cost Activated Carbon Prepared from Typha orientalis
by Yiran Li, Jian Zhang * and Hai Liu
School of Environmental Science and Engineering, Shandong University, Jinan 250100, China
Water 2018, 10(4), 351; https://doi.org/10.3390/w10040351 - 22 Mar 2018
Cited by 44 | Viewed by 5182
Abstract
Low-cost and efficient activated carbon (AC) was prepared from Typha orientalis via phosphoric acid activation for chloramphenicol (CAP) removal. The adsorption capacity and mechanisms of CAP on AC were investigated. The physicochemical properties of AC were characterized by an N2 adsorption/desorption isotherm, [...] Read more.
Low-cost and efficient activated carbon (AC) was prepared from Typha orientalis via phosphoric acid activation for chloramphenicol (CAP) removal. The adsorption capacity and mechanisms of CAP on AC were investigated. The physicochemical properties of AC were characterized by an N2 adsorption/desorption isotherm, elemental analysis, Boehm’s titration and X-ray photoelectron spectroscopy (XPS). The effects of experimental parameters were investigated to study the adsorption behaviors of CAP on AC, including contact time, initial concentration, ionic strength, and initial pH. AC had a micro-mesoporous structure with a relatively large surface area (794.8 m2/g). The respective contents of acidic and basic functional groups on AC were 2.078 and 0.995 mmol/g. The adsorption kinetic that was well described by a pseudo-second-order rate model implied a chemical controlling step. The adsorption isotherm was well fitted with the Freundlich isotherm model, and the maximum CAP adsorption capacity was 0.424 mmol/g. The ionic strength and pH had minimal effects on CAP adsorption. The dominant CAP adsorption mechanisms on AC were evaluated and attributed to π-π electron-donor-acceptor (EDA) interaction, hydrophobic interaction, in conjunction with hydrogen-bonding interaction. Additionally, AC exhibited an efficient adsorption performance of CAP in a realistic water environment. Full article
(This article belongs to the Special Issue Innovative Water Management and Reuse)
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13 pages, 4299 KiB  
Article
Physical Model-Based Investigation of Reservoir Sedimentation Processes
by Cheng-Chia Huang 1, Jihn-Sung Lai 2, Fong-Zuo Lee 2 and Yih-Chi Tan 1,*
1 Department of Bioenvironmental Systems Engineering, National Taiwan University, Taipei City 106, Taiwan
2 Hydrotech Research Institute, National Taiwan University, Taipei City 106, Taiwan
Water 2018, 10(4), 352; https://doi.org/10.3390/w10040352 - 22 Mar 2018
Cited by 21 | Viewed by 4463
Abstract
Sedimentation is a serious problem in the operations of reservoirs. In Taiwan, the situation became worse after the Chi-Chi Earthquake recorded on 21 September 1999. The sediment trap efficiency in several regional reservoirs has been sharply increased, adversely affecting the operations on water [...] Read more.
Sedimentation is a serious problem in the operations of reservoirs. In Taiwan, the situation became worse after the Chi-Chi Earthquake recorded on 21 September 1999. The sediment trap efficiency in several regional reservoirs has been sharply increased, adversely affecting the operations on water supplies. According to the field record, the average annual sediment deposition observed in several regional reservoirs in Taiwan has been increased. For instance, the typhoon event recorded in 2008 at the Wushe Reservoir, Taiwan, produced a 3 m sediment deposit upstream of the dam. The remaining storage capacity in the Wushe Reservoir was reduced to 35.9% or a volume of 53.79 million m3 for flood water detention in 2010. It is urgent that research should be conducted to understand the sediment movement in the Wushe Reservoir. In this study, a scale physical model was built to reproduce the flood flow through the reservoir, investigate the long-term depositional pattern, and evaluate sediment trap efficiency. This allows us to estimate the residual life of the reservoir by proposing a modification of Brune’s method. It can be presented to predict the lifespan of Taiwan reservoirs due to higher applicability in both the physical model and the observed data. Full article
(This article belongs to the Special Issue Watershed Hydrology, Erosion and Sediment Transport Processes )
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18 pages, 6839 KiB  
Article
Influence of Meander Confinement on Hydro-Morphodynamics of a Cohesive Meandering Channel
by Parna Parsapour-Moghaddam * and Colin D. Rennie *
Department of Civil Engineering, University of Ottawa, 161 Louis Pasteur, Ottawa, ON K1N 6N5, Canada
Water 2018, 10(4), 354; https://doi.org/10.3390/w10040354 - 22 Mar 2018
Cited by 14 | Viewed by 4196
Abstract
Despite several decades of intensive study of the morphological changes in meandering rivers, less attention has been paid to confined meanders. This paper studies the hydro-morphodynamics of two adjacent sub-reaches of a meandering creek, located in the City of Ottawa, Canada. Both of [...] Read more.
Despite several decades of intensive study of the morphological changes in meandering rivers, less attention has been paid to confined meanders. This paper studies the hydro-morphodynamics of two adjacent sub-reaches of a meandering creek, located in the City of Ottawa, Canada. Both of these sub-reaches are meandering channels with cohesive bed and banks, but one is confined by a railway embankment. Field reconnaissance revealed distinct differences in the morphological characteristics of the sub-reaches. To further study this, channel migration and morphological changes of the channel banks along each of these sub-reaches were analyzed by comparing the historical aerial photography (2004, 2014), light detection and ranging (LIDAR) data (2006), bathymetric data obtained from a total station survey (2014), and field examination. Moreover, two different spatially intensive acoustic Doppler current profiler (ADCP) surveys were conducted in the study area to find the linkage between the hydrodynamics and morphological changes in the two different sub-reaches. The unconfined sub-reach is shown to have a typical channel migration pattern with deposition on the inner bank and erosion on the outer bank of the meander bend. The confined sub-reach, on the other hand, experienced greater bank instabilities than the unconfined sub-reach. The average rate of bank retreat was 0.2 m/year in the confined sub-reach whereas it was lower (0.08 m/year) in the unconfined sampling reach. In the confined sub-reach, an irregular meandering pattern occurred by the evolution of a concave-bank bench, which was caused by reverse flow eddies. The sinuosity of the confined sub-reach decreased from 1.55 to 1.49 in the 10-year study period. The results of the present study demonstrate the physical mechanisms by which meander confinement can change the meandering pattern and morphological characteristics of a cohesive clay bed creek. Full article
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13 pages, 4225 KiB  
Article
Nitrate Attenuation in Degraded Peat Soil-Based Constructed Wetlands
by Christian Kleimeier 1, Haojie Liu 1,*, Fereidoun Rezanezhad 2,3 and Bernd Lennartz 1,3
1 Faculty of Agricultural and Environmental Sciences, University of Rostock, Justus-von-Liebig-Weg 6, 18059 Rostock, Germany
2 Ecohydrology Research Group, Water Institute and Department of Earth and Environmental Sciences, University of Waterloo, 200 University Avenue West, Waterloo, ON N2L 3G1, Canada
3 Baltic TRANSCOAST Research Training Group, Interdisciplinary Faculty, University of Rostock, 18059 Rostock, Germany
Water 2018, 10(4), 355; https://doi.org/10.3390/w10040355 - 22 Mar 2018
Cited by 14 | Viewed by 5076
Abstract
Constructed wetlands (CWs) provide favorable conditions for removing nitrate from polluted agricultural runoff via heterotrophic denitrification. Although the general operability of CWs has been shown in previous studies, the suitability of peat soils as a bed medium for a vertical flow through a [...] Read more.
Constructed wetlands (CWs) provide favorable conditions for removing nitrate from polluted agricultural runoff via heterotrophic denitrification. Although the general operability of CWs has been shown in previous studies, the suitability of peat soils as a bed medium for a vertical flow through a system for nitrate attenuation has not been proven to date. In this study, a mesocosm experiment was conducted under continuous flow with conditions aiming to quantify nitrate (NO3) removal efficiency in degraded peat soils. Input solution of NO3 was supplied at three different concentrations (65, 100, and 150 mg/L). Pore water samples were collected at different depths and analyzed for NO3, pH, and dissolved N2O concentrations. The redox potential (Eh) was registered at different depths. The results showed that the median NO3-N removal rate was 1.20 g/(m2·day) and the median removal efficiency was calculated as 63.5%. The nitrate removal efficiency was affected by the NO3 supply load, flow rate, and environmental boundary conditions. A higher NO3 removal efficiency was observed at an input NO3 concentration of 100 mg/L, a lower flow rate, and higher temperature. The results of pore water pH and NO3 and N2O levels from the bottom of the mesocosm suggest that N2 is the dominant denitrification product. Thus, degraded peat soils showed the potential to serve as a substrate for the clean-up of nitrate-laden agricultural runoff. Full article
(This article belongs to the Special Issue Wetlands for the Treatment of Agricultural Drainage Water)
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11 pages, 4189 KiB  
Article
Assessing Impacts of Climate Change and Sea-Level Rise on Seawater Intrusion in a Coastal Aquifer
by Jong Ahn Chun 1, Changmook Lim 1, Daeha Kim 1,* and Jin Sung Kim 2
1 APEC Climate Center, 12 Centum 7-ro, Haeundae-gu, Busan 48058, Korea
2 Jeju Regional Headquarter, Seonsa-ro, Jeju-si 63318, Korea
Water 2018, 10(4), 357; https://doi.org/10.3390/w10040357 - 22 Mar 2018
Cited by 22 | Viewed by 4689
Abstract
The objectives of this study were to assess the climate change impacts on sea-level rise (SLR) and freshwater recharge rates and to investigate these SLR and freshwater recharge rates on seawater intrusion in coastal groundwater systems through the Saturated-Unsaturated Transport (SUTRA) model. The [...] Read more.
The objectives of this study were to assess the climate change impacts on sea-level rise (SLR) and freshwater recharge rates and to investigate these SLR and freshwater recharge rates on seawater intrusion in coastal groundwater systems through the Saturated-Unsaturated Transport (SUTRA) model. The Gunsan tide gauge station data were used to project SLR based on polynomial regressions. Freshwater recharge rates were assumed as 10% of the projected annual precipitation under climate change. The Byeonsan2 groundwater monitoring well for seawater intrusion was selected for the study. A total of 15 scenarios, including the baseline period (2005–2015), were made based on SLR projections and estimated freshwater recharge rates. The changes in salinity relative to the baseline at the monitoring well for each scenario were investigated through the SUTRA model. From the scenario of 0.57 m SLR with a freshwater recharge rate of 0.0058 kg s−1, the largest salinity increase (40.3%) was simulated. We concluded that this study may provide a better understanding of the climate change impacts on seawater intrusion by considering both SLR and freshwater recharge rates. Full article
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11 pages, 25978 KiB  
Article
Flow Velocity Effects on Fe(III) Clogging during Managed Aquifer Recharge Using Urban Storm Water
by Xinqiang Du 1,2, Hexuan Zhang 1,2, Xueyan Ye 1,2,* and Ying Lu 1,2
1 Key Laboratory of Groundwater Resources and Environment, Ministry of Education, Jilin University, Changchun 130021, China
2 College of Environment and Resources, Jilin University, Changchun 130021, China
Water 2018, 10(4), 358; https://doi.org/10.3390/w10040358 - 22 Mar 2018
Cited by 7 | Viewed by 3402
Abstract
Storm water harvesting and storage has been employed for nearly a hundred years, and using storm water to recharge aquifers is one of the most important ways to relieve water scarcity in arid and semi-arid regions. However, it cannot be widely adopted because [...] Read more.
Storm water harvesting and storage has been employed for nearly a hundred years, and using storm water to recharge aquifers is one of the most important ways to relieve water scarcity in arid and semi-arid regions. However, it cannot be widely adopted because of clogging problems. The risk of chemical clogging is mostly associated with iron oxyhydroxide precipitation; anhydrous ferric oxide (HFO) clogging remains a problem in many wellfields. This paper investigates Fe(III) clogging levels at three flow velocities (Darcy velocities, 0.46, 1.62 and 4.55 m/d). The results indicate that clogging increases with flow velocity, and is mostly affected by the first 0–3 cm of the column. The highest water velocity caused full clogging in 35 h, whereas the lowest took 53 h to reach an stable 60% reduction in hydraulic conductivity. For the high flow velocity, over 90% of the HFO was deposited in the 0–1 cm section. In contrast, the lowest flow velocity deposited only 75% in this section. Fe(III) deposition was used as an approximation for Fe(OH)3. High flow velocity may promote Fe(OH)3 flocculent precipitate, thus increasing Fe(III) deposition. The main mechanism for a porous matrix interception of Fe(III) colloidal particles was surface filtration. Thus, the effects of deposition, clogging phenomena, and physicochemical mechanisms, are more significant at higher velocities. Full article
(This article belongs to the Special Issue Water Recycling via Aquifers)
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29 pages, 9064 KiB  
Article
Copula-Based Stochastic Simulation for Regional Drought Risk Assessment in South Korea
by Muhammad Azam 1,*, Seung Jin Maeng 1,*, Hyung San Kim 2 and Ardasher Murtazaev 1
1 Department of Agricultural and Rural Engineering, Chungbuk National University, 28644 Cheongju, Korea
2 Postdoctoral Research Associate, K-Water Research Institute, Daejeon 34045, Korea
Water 2018, 10(4), 359; https://doi.org/10.3390/w10040359 - 22 Mar 2018
Cited by 39 | Viewed by 4789
Abstract
In South Korea, meteorological droughts are becoming frequently-occurring phenomena in different parts of the country, because precipitation varies significantly in both space and time. In this study, the quantiles of four identified homogeneous regions were estimated by incorporating major drought variables (e.g., duration [...] Read more.
In South Korea, meteorological droughts are becoming frequently-occurring phenomena in different parts of the country, because precipitation varies significantly in both space and time. In this study, the quantiles of four identified homogeneous regions were estimated by incorporating major drought variables (e.g., duration and severity) based on the Standardized Precipitation Index (SPI). The regional frequency analysis of drought was performed by evaluating a variety of probability distributions and copulas, using graphical comparisons and goodness-of-fit test statistics. Results indicate that the Pearson type III (PE3) and Kappa marginal distributions, as well as Gaussian and Frank copulas, are better able to simulate the drought variables across the region. Bivariate stochastic simulation of selected copulas showed that the behavior of simulated data may change when the degree of association (e.g., Kendall’s τ) between the drought variables was considered. Results showed that the south-west coast and east coastal areas are under high drought risk, and inland mid-latitude areas (surrounding areas of Yeongju station) and northwest parts are under low drought risk. The joint distributions were used to compute conditional probabilities, as well as primary, secondary, and conditional return periods, which can be useful for designing and managing water demand and the supply system on a regional scale. Full article
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15 pages, 14392 KiB  
Article
Grain Size Distribution of Bedload Transport in a Glaciated Catchment (Baranowski Glacier, King George Island, Western Antarctica)
by Joanna Sziło 1,* and Robert Józef Bialik 2
1 Institute of Geophysics, Polish Academy of Sciences, 01-452 Warsaw, Poland
2 Institute of Biochemistry and Biophysics, Polish Academy of Sciences, 02-106 Warsaw, Poland
Water 2018, 10(4), 360; https://doi.org/10.3390/w10040360 - 23 Mar 2018
Cited by 18 | Viewed by 5527
Abstract
The relationships among grain size distribution (GSD), water discharge, and GSD parameters are investigated to identify regularities in the evolution of two gravel-bed proglacial troughs: Fosa Creek and Siodło Creek. In addition, the potential application of certain parameters obtained from the GSD analysis [...] Read more.
The relationships among grain size distribution (GSD), water discharge, and GSD parameters are investigated to identify regularities in the evolution of two gravel-bed proglacial troughs: Fosa Creek and Siodło Creek. In addition, the potential application of certain parameters obtained from the GSD analysis for the assessment of the formation stage of both creeks is comprehensively discussed. To achieve these goals, River Bedload Traps (RBTs) were used to collect the bedload, and a sieving method for dry material was applied to obtain the GSDs. Statistical comparisons between both streams showed significant differences in flow velocity; however, the lack of significant differences in bedload transport clearly indicated that meteorological conditions are among the most important factors in the erosive process for this catchment. In particular, the instability of flow conditions during high water discharge resulted in an increase in the proportion of medium and coarse gravels. The poorly sorted fine and very fine gravels observed in Siodło Creek suggest that this trough is more susceptible to erosion and less stabilized than Fosa Creek. The results suggest that GSD analyses can be used to define the stage of development of riverbeds relative to that of other riverbeds in polar regions. Full article
(This article belongs to the Special Issue Modeling and Practice of Erosion and Sediment Transport under Change)
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12 pages, 690 KiB  
Article
Diversity and Structure of the Tychoplankton Diatom Community in the Limnocrene Spring Zelenci (Slovenia) in Relation to Environmental Factors
by Igor Zelnik *, Tadeja Balanč and Mihael J. Toman
Department of Biology, Biotechnical faculty, University of Ljubljana, Jamnikarjeva 101, SI-1000 Ljubljana, Slovenia
Water 2018, 10(4), 361; https://doi.org/10.3390/w10040361 - 23 Mar 2018
Cited by 13 | Viewed by 4254
Abstract
The influence of selected factors on the diversity and composition of tychoplanktonic diatom community in limnocrene spring Zelenci was investigated. The spring that was studied is located in a glacial valley in the south-eastern calcareous Alps. Samples of tychoplankton were collected with a [...] Read more.
The influence of selected factors on the diversity and composition of tychoplanktonic diatom community in limnocrene spring Zelenci was investigated. The spring that was studied is located in a glacial valley in the south-eastern calcareous Alps. Samples of tychoplankton were collected with a plankton net between October 2012 and August 2015 and for each sample, selected abiotic factors were measured. Over 100 different diatom species were identified, the most abundant being Achnanthidium minutissimum and Denticula tenuis. The most species-rich genera were Navicula, Fragilaria, Nitzschia, Cymbella and Gomphonema. The most significant impact on species composition of tychoplanktonic diatom community was from the conductivity of the water and the consecutive number of the month. Diversity was correlated negatively with concentration of orthophosphate and positively with pH and water level. Benthic species from the low profile ecological group dominated the tychoplankton community, with a share of 30–72%. High profile and motile species characteristic for benthos reached higher shares on average than euplanktonic species. This indicates the essential role of underwater springs in the maintenance of a species-rich tychoplanktonic community. Full article
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12 pages, 11218 KiB  
Article
The Risk Assessment of River Water Pollution Based on a Modified Non-Linear Model
by Yinge Liu 1,*, Junhui Zhang 1 and Yaqian Zhao 2,3
1 Key Laboratory of Disaster Monitoring and Mechanism Simulating in Shaanxi Province, College of Geography and Environment, Baoji University of Arts and Sciences, Baoji 721013, China
2 UCD Dooge Centre for Water Resources Research, School of Civil Engineering, University College Dublin, Belfield, Dublin 4, Ireland
3 Institute of Water Resources and Hydro-electric Engineering, Xi’an University of Technology, Xi’an 710048, China
Water 2018, 10(4), 362; https://doi.org/10.3390/w10040362 - 23 Mar 2018
Cited by 19 | Viewed by 5200
Abstract
The water resource system is a non-linear system, featuring variability and randomness. Its risk assessment is very different from that of a linear system. Considering the effects of river flow on the pollutant diffusion, migration, and maximum tolerable concentration, a modified non-linear model [...] Read more.
The water resource system is a non-linear system, featuring variability and randomness. Its risk assessment is very different from that of a linear system. Considering the effects of river flow on the pollutant diffusion, migration, and maximum tolerable concentration, a modified non-linear model (MNLM) was established, while the forcing terms were introduced to model functions for water pollution risk assessment. Taking the Weihe River Basin in China as an example, the risk assessment values were divided into five levels: negligible risk, acceptable risk, marginal risk, unacceptable risk, and catastrophic risk. As such, the risk variation of the river pollution interval was analyzed. The results showed that the BOD5, COD, and nitrite nitrogen are the main pollutants, leading to great risks of river water pollution. Moreover, it was found that the risk in the dry season is higher than that in the flood season, while the risk based on MNLM is 10.9% higher than that of linear methods. Verification indicates that MNLM is considered more suitable for risk assessment of complex river water pollution. However, the forcing term coefficient should be corrected for actual situations in different river water systems. The explored MNLM is expected to give insights into regional river water environment management. Full article
(This article belongs to the Section Hydrology)
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14 pages, 303 KiB  
Article
A Linear Programming Approach to Water Allocation during a Drought
by Jaume Freire-González 1,*, Christopher A. Decker 2 and Jim W. Hall 1
1 Environmental Change Institute, University of Oxford, Oxford University Centre for the Environment, South Parks Road, Oxford OX1 3QY, UK
2 Centre for Socio-Legal Studies, University of Oxford, Manor Road Building, Oxford OX1 3UQ, UK
Water 2018, 10(4), 363; https://doi.org/10.3390/w10040363 - 23 Mar 2018
Cited by 14 | Viewed by 5399
Abstract
The economic impacts of a drought depend critically on how water is allocated to different users. Choices as to water allocation can often reflect wider economic policy, environmental, and social goals and constraints. This research applies a multi-objective linear programming input-output method to [...] Read more.
The economic impacts of a drought depend critically on how water is allocated to different users. Choices as to water allocation can often reflect wider economic policy, environmental, and social goals and constraints. This research applies a multi-objective linear programming input-output method to determine a suite of water supply allocations for different economic sectors in a drought. Using the UK as a case study, we develop estimates of the minimum potential economic impact associated with different water allocations under a range of climate and policy scenarios. Estimates of total impact range from −0.16% to −1.48% of total output depending on the drought scenarios tested. The approach offers the flexibility to set different policy objectives in terms of water allocations/restrictions, employment or a range of other objectives, including constraints to rebalance the economic system. In allowing for the inclusion of other economic, social, and environmental constraints, it provides a framework for policymakers to assess how water allocation decisions interact with other policy goals to determine the economic impacts of a drought. Challenging decisions about how to allocate water during a drought are likely to remain important in the future. Full article
16 pages, 10749 KiB  
Article
Rainfall and Temperature in the Limpopo River Basin, Southern Africa: Means, Variations, and Trends from 1979 to 2013
by Esther Mosase 1,2 and Laurent Ahiablame 2,*,†
1 Department of Civil and Environmental Engineering, South Dakota State University, Crothers Engineering Hall, Brookings, SD 570006, USA
2 Department of Agricultural and Biosystems Engineering, South Dakota State University, 1400 North Campus Drive, Brookings, SD 57006, USA
Current Address: Division of Agriculture and Natural Resources, University of California, 9335 Hazard Way, Suite 201, San Diego, CA 92123, USA.
Water 2018, 10(4), 364; https://doi.org/10.3390/w10040364 - 23 Mar 2018
Cited by 35 | Viewed by 7140
Abstract
Understanding temporal and spatial characteristics of regional climate is essential for decision making in water resource management. Established statistical and GIS techniques were used to evaluate annual and seasonal variations of rainfall and temperature in time and space from 1979 to 2013 in [...] Read more.
Understanding temporal and spatial characteristics of regional climate is essential for decision making in water resource management. Established statistical and GIS techniques were used to evaluate annual and seasonal variations of rainfall and temperature in time and space from 1979 to 2013 in the Limpopo River Basin (LRB). Annual means of rainfall in the LRB varied between 160 and 1109 mm, generally from west to east of the basin during the study period. Annual minimum and maximum temperature ranged from 8 °C in the south to 20 °C in the east of the basin, and 23 °C in the south of the basin to 32 °C in the east. The respective coefficients of variation (CVs) of these variables showed an inverse pattern to the annual values, with rainfall having high CV values (28% to 70% from east to west of the basin) compared to temperature CV values. Seasonal variations followed similar patterns as annual variations for the individual variables examined. Trend analysis showed upward trends for both annual and seasonal rainfall in most parts of the basin, except for the winter season which showed a decreasing trend. Analysis of minimum temperature on an annual basis and for the winter season and spring season shows upward trends during the study period over the whole basin while minimum temperature for summer and autumn showed decreasing trends. Maximum temperature, by contrast, showed decreasing trends on an annual, summer, autumn, and spring basis but an increasing trend for winter during the study period in most parts of the basin. Full article
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16 pages, 15778 KiB  
Article
Effects of Reclaimed Water Irrigation on Microbial Diversity and Composition of Soil with Reducing Nitrogen Fertilization
by Wei Guo 1,2, Xuebin Qi 1,*, Yatao Xiao 1,3, Ping Li 1,2, Mathias Neumann Andersen 4, Yan Zhang 1,2 and Zhijuan Zhao 1,2
1 Farmland Irrigation Research Institute, Chinese Academy of Agricultural Sciences, Xinxiang 453003, China
2 Key Laboratory of High-efficient and Safe Utilization of Agriculture Water Resources of CAAS, Xinxiang 453003, China
3 Graduate University of Chinese Academy of Agricultural Sciences, Beijing 100081, China
4 Department of Agroecology, Faculty of Science and Technology, Aarhus University, Blichers Allé 20, DK-8830 Tjele, Denmark
Water 2018, 10(4), 365; https://doi.org/10.3390/w10040365 - 23 Mar 2018
Cited by 20 | Viewed by 3517
Abstract
Reclaimed water (RW) is an alternative water resource that has been utilized all over the world, but its environmental effects are not fully understood. Soil biodiversity is an important indicator of soil tolerance and resilience. In the present study, the impact of RW [...] Read more.
Reclaimed water (RW) is an alternative water resource that has been utilized all over the world, but its environmental effects are not fully understood. Soil biodiversity is an important indicator of soil tolerance and resilience. In the present study, the impact of RW irrigation on the microbial community diversity and chemical properties of topsoil was investigated by monitoring nitrogen (N) rates. Tomato plants were grown on plots which had been irrigated with reclaimed water for 5 years with varying levels of N fertilization (N270, 270 kg ha−1; N216, 216 kg ha−1; N189, 189 kg ha−1; and N135, 135 kg ha−1). Soil bacterial community composition was analyzed by PCR amplification of the 16S rDNA gene and Illumina MiSeq high-throughput sequencing technology of a total of 770,066 quality sequences. The results showed that long-term RW irrigation altered the bacterial composition of soil in an N-dependent manner. RW irrigation increased the abundances of Gemmatimonadetes, Actinobacteria, Firmicutes, and Nitrospirae in soils. The Chao, ACE, and H indices revealed no significant difference under RW irrigation with varying levels of N fertilization. The tomato yield and partial factor productivity from applied N for RN216 increased significantly under RW irrigation with reducing N fertilization. RW irrigation increased the yield of tomato and the abundance of functional microorganisms, which eventually improved the practice of irrigating with reclaimed municipal wastewater. Meanwhile, the potential environmental and health risks of long-term RW irrigation warrant further investigation. Full article
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19 pages, 11830 KiB  
Article
Spatiotemporal Variation of Nutrient Concentrations in the Upper Shule River Basin, the Qinghai-Tibetan Plateau, China
by Hongzheng Pu 1,2, Yongjian Ding 1,2,3,*, Tianding Han 3 and Fengjing Liu 4
1 Key Laboratory of Ecohydrology of Inland River Basin, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China
2 University of Chinese Academy of Sciences, Beijing 100049, China
3 State Key Laboratory of Cryospheric Sciences, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China
4 School of Forest Resources and Environmental Science, Michigan Technological University, Houghton, MI 49931, USA
Water 2018, 10(4), 366; https://doi.org/10.3390/w10040366 - 23 Mar 2018
Cited by 3 | Viewed by 2882
Abstract
This study aimed to understand the spatiotemporal variation of nutrient concentrations in stream water, using analyses of total nitrogen (TN), NO3-N, NH4+-N and total phosphorus (TP) concentrations from April to October in 2016 in the upper Shule [...] Read more.
This study aimed to understand the spatiotemporal variation of nutrient concentrations in stream water, using analyses of total nitrogen (TN), NO3-N, NH4+-N and total phosphorus (TP) concentrations from April to October in 2016 in the upper Shule River basin in the northeastern margin of the Qinghai-Tibetan Plateau. Dissolved inorganic nitrogen (DIN; NO3-N + NH4+-N) concentrations in both groundwater and stream water were the predominant form of TN, accounting for about 88%. Median concentrations in stream water were 815 μg L−1 for TN, 459 μg L−1 for NO3-N, 253 μg L−1 for NH4+-N, and 25 μg L−1 for TP. Great spatiotemporal variations of nitrogen and phosphorus concentrations in stream water were observed, which likely resulted from varying recharge sources (snow and groundwater) and biogeochemical processes. Monthly variations in nutrient concentrations in stream water had a reciprocal pattern between nitrogen and phosphorus concentrations. Our results demonstrated that the quality of steam water in the upper reach of Shule River basin was basically good for drinking purposes according to the environmental quality standards for surface water, China. The results also improved our understanding of how nutrient concentrations varied in stream water and provided baseline information for future studies on nutrients in the Qinghai-Tibetan Plateau. Full article
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19 pages, 41564 KiB  
Article
Advanced 3D Mapping of Hydrodynamic Parameters for the Analysis of Complex Flow Motions in a Submerged Bedrock Canyon of the Tocantins River, Brazil
by Gustavo Tomas 1,*, Tobias Bleninger 1, Colin D. Rennie 2 and Henrique Guarneri 1
1 Federal University of Paraná (UFPR), Post-Graduate Program on Water Resources and Environmental Engineering (PPGERHA), Caixa Postal 19011, Curitiba 81531-990, Brazil
2 Department of Civil Engineering, University of Ottawa, 161 Louis Pasteur St., Ottawa, ON K1N 6N5, Canada
Water 2018, 10(4), 367; https://doi.org/10.3390/w10040367 - 23 Mar 2018
Cited by 6 | Viewed by 4989
Abstract
Validation and scaling of sophisticated physical and numerical fluvial hydraulic models to real field conditions are limited by temporal and spatial constraints of field measurement technologies. These limitations increase when analyzing hydraulic properties of complex river forms such as submerged bedrock canyons. The [...] Read more.
Validation and scaling of sophisticated physical and numerical fluvial hydraulic models to real field conditions are limited by temporal and spatial constraints of field measurement technologies. These limitations increase when analyzing hydraulic properties of complex river forms such as submerged bedrock canyons. The analysis of flow under these conditions has demonstrated non-linear behavior, strong secondary circulation and a high level of turbulence. The objective of this paper is to obtain and analyze turbulence and secondary current information for flow analysis, by evaluating the spatial distribution of bed shear stress and eddy viscosity with acoustic Doppler current profiler (ADCP) measurements. The real field-scale case study was the Lourenço Rock Canyon in Tocantins River, Brazil. A total of 10,531 velocity profiles were measured with an ADCP adapted to a moving boat. The data were post-processed by decomposing the velocity data measurements and calculating the standard deviations. Three different methods are compared for bed shear stress: total kinetic energy (TKE), law of the wall and the depth–slope product. The eddy viscosity was estimated with the Boussinesq approach. The initial data processing confirmed turbulence and flow velocity characteristics described in similar literature findings. The results for the bed shear stress for the canyon area were 8 times greater than the outside and for eddy viscosity, 10 times higher. For the surroundings area, the eddy viscosity showed reasonable results with values around the regular 1.0 m2/s used for rivers. It is concluded that turbulent values can be calculated to better represent physical processes with the intention to improve hydrodynamic numerical models calibrations. Full article
(This article belongs to the Special Issue Turbulence in River and Maritime Hydraulics)
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12 pages, 8561 KiB  
Article
Comparing Topological Partitioning Methods for District Metered Areas in the Water Distribution Network
by Haixing Liu 1, Mengke Zhao 1, Chi Zhang 1,* and Guangtao Fu 2
1 School of Hydraulic Engineering, Dalian University of Technology, Dalian 116023, Liaoning, China
2 Center for Water Systems, College of Engineering, Mathematics, and Physical Sciences, University of Exeter, North Park Rd., Exeter EX4 4QF, UK
Water 2018, 10(4), 368; https://doi.org/10.3390/w10040368 - 23 Mar 2018
Cited by 14 | Viewed by 3868
Abstract
This paper presents a comparative analysis of three partitioning methods, including Fast Greedy, Random Walk, and Metis, which are commonly used to establish the district metered areas (DMAs) in water distribution systems. The performance of the partitioning methods is compared using a spectrum [...] Read more.
This paper presents a comparative analysis of three partitioning methods, including Fast Greedy, Random Walk, and Metis, which are commonly used to establish the district metered areas (DMAs) in water distribution systems. The performance of the partitioning methods is compared using a spectrum of evaluation indicators, including modularity, conductance, density, expansion, cuts, and communication volume, which measure different topological characteristics of the complex network. A complex water distribution network EXNET is used for comparison considering two cases, i.e., unweighted and weighted edges, where the weights are represented by the demands. The results obtained from the case study network show that the Fast Greedy has a good overall performance. Random Walk can obtain the relative small cut edges, but severely sacrifice the balance of the partitions, in particular when the number of partitions is small. The Metis method has good performance on balancing the size of the clusters. The Fast Greedy method is more effective in the weighted graph partitioning. This study provides an insight for the application of the topology-based partitioning methods to establish district metered areas in a water distribution network. Full article
(This article belongs to the Special Issue Advances in Water Distribution Networks)
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15 pages, 3479 KiB  
Article
Public Attitudes toward Water Management Measures and Droughts: A Study in Southern Spain
by Pilar Paneque 1,*, Regina Lafuente 2 and Jesús Vargas 3
1 Department of Geography, History and Philosophy, University Pablo de Olavide, Ctra. de Utrera 1, 41013 Sevilla, Spain
2 Institute for Advanced Social Studies, Spanish National Research Council (IESA-CSIC), C/Campo Santo de los Mártires 7, 14004 Córdoba, Spain
3 Geography Laboratory, University Pablo de Olavide, Ctra. de Utrera 1, 41013 Sevilla, Spain
Water 2018, 10(4), 369; https://doi.org/10.3390/w10040369 - 24 Mar 2018
Cited by 18 | Viewed by 4358
Abstract
In a context of climate change and more severe and frequent droughts, in order to achieve efficient and sustainable results, water-governance models must take into consideration different alternative management measures and the degree of social approval of each alternative. In this context, the [...] Read more.
In a context of climate change and more severe and frequent droughts, in order to achieve efficient and sustainable results, water-governance models must take into consideration different alternative management measures and the degree of social approval of each alternative. In this context, the present work analyzes public perceptions concerning water management- and climate change-related issues, especially in relation to the degree of social approval attained by six water management measures in Andalusia (southern Spain). These issues were included in the Ecobarómetro between 2004 and 2013, a period which was marked by the 2005–2008 drought. This analysis aims to increase our understanding of the state of public opinion in Andalusia on the basis that such knowledge is a necessary tool for political decision-making processes. The results and the conclusions have significant implications for water policy makers. Full article
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15 pages, 1066 KiB  
Article
Bromate Reduction by Iron(II) during Managed Aquifer Recharge: A Laboratory-Scale Study
by Feifei Wang 1,*, Vanida Salgado 1, Jan Peter Van der Hoek 1,2 and Doris Van Halem 1
1 Department of Water Management, Faculty of Civil Engineering and Geosciences, Delft University of Technology, P.O. Box 5048, 2600 GA Delft, The Netherlands
2 Strategic Centre, Waternet, Korte Ouderkerkerdijk 7, 1096 AC Amsterdam, The Netherlands
Water 2018, 10(4), 370; https://doi.org/10.3390/w10040370 - 24 Mar 2018
Cited by 5 | Viewed by 3848
Abstract
The removal of bromate (BrO3) as a byproduct of ozonation in subsequent managed aquifer recharge (MAR) systems has so far gained little attention. This preliminary study with anoxic batch experiments was executed to explore the feasibility of chemical BrO3 [...] Read more.
The removal of bromate (BrO3) as a byproduct of ozonation in subsequent managed aquifer recharge (MAR) systems has so far gained little attention. This preliminary study with anoxic batch experiments was executed to explore the feasibility of chemical BrO3 reduction in Fe-reducing zones of MAR systems and to estimate potential inhibition by NO3. Results show that the reaction rate was affected by initial Fe2+/BrO3 ratios and by pH. The pH dropped significantly due to the hydrolysis of Fe3+ to hydrous ferric oxide (HFO) flocs. These HFO flocs were found to adsorb Fe2+, especially at high Fe2+/BrO3 ratios, whereas at low Fe2+/BrO3 ratios, the mass sum loss of BrO3 and Br indicated intermediate species formation. Under MAR conditions with relatively low BrO3 and Fe2+ concentrations, BrO3 can be reduced by naturally occurring Fe2+, as the extensive retention time in MAR systems will compensate for the slow reaction kinetics of low BrO3 and Fe2+ concentrations. Under specific flow conditions, Fe2+ and NO3 may co-occur during MAR, but NO3 hardly competes with BrO3, since Fe2+ prefers BrO3 over NO3. However, it was found that when NO3 concentration exceeds BrO3 concentration by multiple orders of magnitude, NO3 may slightly inhibit BrO3 reduction by Fe2+. Full article
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14 pages, 1993 KiB  
Article
Assessment of Baseflow Estimates Considering Recession Characteristics in SWAT
by Jimin Lee 1, Jonggun Kim 2, Won Seok Jang 3, Kyoung Jae Lim 2 and Bernie A. Engel 1,*
1 Department of Agricultural and Biological Engineering, Purdue University, 225 South University ST., West Lafayette, IN 47907, USA
2 Regional Infrastructure Engineering, Kangwon National University, Chuncheon, Gangwon 200-701, Korea
3 Sustainability Innovation Lab at Colorado (SILC), University of Colorado Boulder, Boulder, CO 80309, USA
Water 2018, 10(4), 371; https://doi.org/10.3390/w10040371 - 24 Mar 2018
Cited by 32 | Viewed by 5855
Abstract
Baseflow is influenced by incoming groundwater to aquifers and is closely related to watershed characteristics. Understanding baseflow characteristics is of great importance to river ecosystems and water management. Baseflow estimation typically depends on the observed streamflow in gauged watersheds, but accurate predictions of [...] Read more.
Baseflow is influenced by incoming groundwater to aquifers and is closely related to watershed characteristics. Understanding baseflow characteristics is of great importance to river ecosystems and water management. Baseflow estimation typically depends on the observed streamflow in gauged watersheds, but accurate predictions of streamflow through modeling can also be useful in estimating baseflow. However, uncertainty occurs in the baseflow estimation process when modeling streamflow. Therefore, the purpose of this study is to compare the method that is proposed by Arnold and Allen (Scenario I) to an improved recession prediction method where the alpha factor (baseflow recession coefficient) is recalibrated and is applied to SWAT (Scenario II). Although the differences between the results (NSE, R2, RMSE, MAE, d) of Scenarios I and II were small regarding streamflow and recession, the Scenario II method more accurately reflected the recession characteristics than the Scenario I method. Furthermore, the Scenario II method was better in baseflow prediction than for the Scenario I method proposed by Arnold and Allen. Therefore, these outputs pave the way and contribute to an efficient method for water management in watersheds. Full article
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10 pages, 260 KiB  
Article
Fog Water Collection: Challenges beyond Technology
by Manzoor Qadir 1,*, Gabriela C. Jiménez 2, Rebecca L. Farnum 3, Leslie L. Dodson 4 and Vladimir Smakhtin 1
1 United Nations University Institute for Water, Environment and Health (UNU-INWEH), Hamilton, ON L8P 0A1, Canada
2 Indigenous Affairs, University of Winnipeg, Winnipeg, MB R3B 2E9, Canada
3 Department of Geography, King’s College London, Strand, London WC2R 2LS, UK
4 Worcester Polytechnic Institute, Worcester, MA 01609, USA
Water 2018, 10(4), 372; https://doi.org/10.3390/w10040372 - 24 Mar 2018
Cited by 58 | Viewed by 12740
Abstract
The Sustainable Development Goal (SDG) 6, calling for access to safe water and sanitation for all by the year 2030 supports the efforts in water-scarce countries and regions to go beyond conventional resources and tap unconventional water supplies to narrow the water demand-supply [...] Read more.
The Sustainable Development Goal (SDG) 6, calling for access to safe water and sanitation for all by the year 2030 supports the efforts in water-scarce countries and regions to go beyond conventional resources and tap unconventional water supplies to narrow the water demand-supply gap. Among the unconventional water resources, the potential to collect water from the air, such as fog harvesting, is by far the most under-explored. Fog water collection is a passive, low maintenance, and sustainable option that can supply fresh drinking water to communities where fog events are common. Because of the relatively simple design of fog collection systems, their operation and maintenance are minimal and the associated cost likewise; although, in certain cases, some financially constrained communities would need initial subsidies. Despite technology development and demonstrated benefits, there are certain challenges to fog harvesting, including lack of supportive policies, limited functional local institutions, inexpert communities, gender inequality, and perceived high costs without undertaking comprehensive economic analyses. By addressing such challenges, there is an opportunity to provide potable water in areas where fog intensity and duration are sufficient, and where the competition for clean water is intensifying because water resources are at a far distance or provided by expensive sources. Full article
15 pages, 5826 KiB  
Article
Extreme Wave Analysis by Integrating Model and Wave Buoy Data
by Fabio Dentale 1,2, Pierluigi Furcolo 2, Eugenio Pugliese Carratelli 1,2, Ferdinando Reale 2,*, Pasquale Contestabile 1,3 and Giuseppe Roberto Tomasicchio 4
1 Inter-University National Consortium for Marine Sciences (CoNISMa), 00196 Roma, Italy
2 Civil Engineering Department, University of Salerno, 84084 Fisciano, Italy
3 Department of Engineering, University of Campania “Luigi Vanvitelli”, 81100 Caserta, Italy
4 Department of Innovation Engineering, Ecotekne Centre, University of Salento, 73100 Lecce, Italy
Water 2018, 10(4), 373; https://doi.org/10.3390/w10040373 - 24 Mar 2018
Cited by 23 | Viewed by 4575
Abstract
Estimating the extreme values of significant wave height (HS), generally described by the HS return period TR function HS(TR) and by its confidence intervals, is a necessity in many branches of coastal science and engineering. [...] Read more.
Estimating the extreme values of significant wave height (HS), generally described by the HS return period TR function HS(TR) and by its confidence intervals, is a necessity in many branches of coastal science and engineering. The availability of indirect wave data generated by global and regional wind and wave model chains have brought radical changes to the estimation procedures of such probability distribution—weather and wave modeling systems are routinely run all over the world, and HS time series for each grid point are produced and published after assimilation (analysis) of the ground truth. However, while the sources of such indirect data are numerous, and generally of good quality, many aspects of their procedures are hidden to the users, who cannot evaluate the reliability and the limits of the HS(TR) deriving from such data. In order to provide a simple engineering tool to evaluate the probability of extreme sea-states as well as the quality of such estimates, we propose here a procedure based on integrating HS time series generated by model chains with those recorded by wave buoys in the same area. Full article
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22 pages, 8502 KiB  
Article
Model-Based Evaluation of the Effects of River Discharge Modulations on Physical Fish Habitat Quality
by Aude Zingraff-Hamed 1,2,*, Markus Noack 3, Sabine Greulich 1, Kordula Schwarzwälder 4, Stephan Pauleit 2 and Karl M. Wantzen 1,5
1 Interdisciplinary Research Center for Cities, Territories, Environment and Society (CNRS UMR 7324 CITERES), Tours University, 33 Allée Ferdinand de Lesseps, 37000 Tours, France
2 Strategic Landscape Planning and Management, Center of Life and Food Sciences Weihenstephan, Technical University of Munich, Emil-Ramann-Str. 6, 85354 Freising, Germany
3 Institute for Modelling Hydraulic and Environmental Systems, University of Stuttgart, Pfaffenwaldring 61, 70569 Stuttgart, Germany
4 Hydraulic and Water Resources Engineering, Technical University of Munich, Arcisstr. 21, 80333 Munich, Germany
5 Applied Aquatic Ecology and UNESCO Chair “River Culture-Fleuves et Patrimoine”, Tours University, 33 Allée Ferdinand de Lesseps, 37000 Tours, France
Water 2018, 10(4), 374; https://doi.org/10.3390/w10040374 - 24 Mar 2018
Cited by 24 | Viewed by 6542
Abstract
The increase in minimum flows has rarely been considered to mitigate the ecological impact of hydroelectric power plants because it requires a site-specific design and expensive long-term monitoring procedure to identify the most beneficial scenario. This study presents a model-based method to estimate, [...] Read more.
The increase in minimum flows has rarely been considered to mitigate the ecological impact of hydroelectric power plants because it requires a site-specific design and expensive long-term monitoring procedure to identify the most beneficial scenario. This study presents a model-based method to estimate, within the model constraints, the most sustainable scenario of water resource sharing between nature and human needs. We studied physical habitat suitability of the Isar River in Munich (Germany) for three protected fish species: Thymallus thymallus L., Hucho hucho L., and Chondostroma nasus L. The analysis combined a high-resolution two-dimensional (2D) hydromorphological model with expert-based procedures using Computer Aided Simulation Model for Instream Flow Requirements (CASiMIR). We simulated a range of minimum discharges from 5 to 68.5 m³/s and four scenarios: (A) maximum use of the resource for humans; (B) slight increase in the minimum water flow; (C) medium increase in the minimum water flow; and, (D) without diversion for hydroelectric production. Under the current hydromorphological conditions, model outputs showed that different life stages of the fish species showed preferences for different scenarios, and that none of the four scenarios provided permanently suitable habitat conditions for the three species. We suggest that discharge management should be combined with hydromorphological restoration actions to re-establish parts of the modified channel slope and/or parts of the previously lost floodplain habitat in order to implement a solution that favors all species at the same time. The modeling procedure that is presented may be helpful to identify the discharge scenario that is most efficient for maintaining target fish species under realistic usage conditions. Full article
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26 pages, 10156 KiB  
Article
Model-Based Analysis of the Potential of Macroinvertebrates as Indicators for Microbial Pathogens in Rivers
by Rubén Jerves-Cobo 1,2,3,*, Gonzalo Córdova-Vela 4, Xavier Iñiguez-Vela 4, Catalina Díaz-Granda 5, Wout Van Echelpoel 1, Felipe Cisneros 3, Ingmar Nopens 2 and Peter L. M. Goethals 1
1 Laboratory of Environmental Toxicology and Aquatic Ecology, Department of Animal Sciences and Applied Ecology, Ghent University, Coupure Links 653, Ghent 9000, Belgium
2 BIOMATH, Department of Mathematical Modelling, Statistics and Bio-informatics, Ghent University, Coupure Links 653, 9000 Ghent, Belgium
3 Programa para el manejo del agua y del suelo – PROMAS, Universidad de Cuenca, Av. 12 de Abril s/n y Agustín Cueva, 010103 Cuenca, Ecuador
4 Asociación de Consultores Técnicos – ACOTECNIC Cia. Ltda., Aguaruna s/n y Autopista Cuenca Azogues, 010109 Cuenca, Ecuador
5 Empresa Pública Municipal de Telecomunicaciones, Agua Potable, Alcantarillado y Saneamiento–ETAPA EP. Ecuador, Benigno Malo No. 7–78 y Mariscal Sucre, 010101 Cuenca, Ecuador
Water 2018, 10(4), 375; https://doi.org/10.3390/w10040375 - 24 Mar 2018
Cited by 13 | Viewed by 4710
Abstract
The quality of water prior to its use for drinking, farming or recreational purposes must comply with several physicochemical and microbiological standards to safeguard society and the environment. In order to satisfy these standards, expensive analyses and highly trained personnel in laboratories are [...] Read more.
The quality of water prior to its use for drinking, farming or recreational purposes must comply with several physicochemical and microbiological standards to safeguard society and the environment. In order to satisfy these standards, expensive analyses and highly trained personnel in laboratories are required. Whereas macroinvertebrates have been used as ecological indicators to review the health of aquatic ecosystems. In this research, the relationship between microbial pathogens and macrobenthic invertebrate taxa was examined in the Machangara River located in the southern Andes of Ecuador, in which 33 sites, according to their land use, were chosen to collect physicochemical, microbiological and biological parameters. Decision tree models (DTMs) were used to generate rules that link the presence and abundance of some benthic families to microbial pathogen standards. The aforementioned DTMs provide an indirect, approximate, and quick way of checking the fulfillment of Ecuadorian regulations for water use related to microbial pathogens. The models built and optimized with the WEKA package, were evaluated based on both statistical and ecological criteria to make them as clear and simple as possible. As a result, two different and reliable models were obtained, which could be used as proxy indicators in a preliminary assessment of pollution of microbial pathogens in rivers. The DTMs can be easily applied by staff with minimal training in the identification of the sensitive taxa selected by the models. The presence of selected macroinvertebrate taxa in conjunction with the decision trees can be used as a screening tool to evaluate sites that require additional follow up analyses to confirm whether microbial water quality standards are met. Full article
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16 pages, 7005 KiB  
Article
Transformation between Phreatic Water and Soil Water during Freeze–Thaw Periods
by Junfeng Chen 1,*, Xuguang Gao 1, Xiuqing Zheng 1,*, Chunyan Miao 1,2, Ping Liu 1, Qi Du 3 and Yongxin Xu 1,4
1 College of Water Resources and Engineering, Taiyuan University of Technology, Taiyuan 030024, China
2 First Hydrogeology and Engineering Geology Team of Shanxi Province, Taiyuan 030024, China
3 Taigu Water Balance Experimental Field, Bureau of Hydrology and Water Resources Survey of Shanxi Province, Taigu 030800, China
4 Department of Earth Sciences, University of the Western Cape, Private Bag X17, Bellville, Cape Town 7535, South Africa
Water 2018, 10(4), 376; https://doi.org/10.3390/w10040376 - 24 Mar 2018
Cited by 17 | Viewed by 3411
Abstract
During freeze–thaw periods, the exchange between shallow groundwater and soil water is unusually strong and bidirectional, which causes soil salinization and affects the accuracy of water resources assessment. The objectives of this study were to explore the laws of transformation between phreatic water [...] Read more.
During freeze–thaw periods, the exchange between shallow groundwater and soil water is unusually strong and bidirectional, which causes soil salinization and affects the accuracy of water resources assessment. The objectives of this study were to explore the laws of transformation between phreatic water and soil water through nine different groundwater table depths (GTDs) and three kinds of lithologies during three successive freeze–thaw periods using field lysimeters. The results showed that phreatic evaporation increased with smaller average soil particle sizes. The differences between phreatic evaporation and recharge to groundwater (DPR) and GTDs were well fitted by the semi-logarithmic model, and the regression coefficients A and B of the model were well fitted by the linear relationship with the average soil particle size. With the increase of soil particle size, the change of DPR decreased with the change rate of soil particle size. The extent of transformation between phreatic water and soil water decreased with the increase of soil particle size. During the whole freeze–thaw period, the negative value of DPR increased with an decrease in GTD. The groundwater depths of zero DPR (D-zero) of sandy loam, fine sand and sandy soil during the freeze–thaw periods were 2.79 m, 2.21 m and 2.12 m, respectively. This research is significant for the prevention of soil salinization disasters and the accurate assessment of water resources. Full article
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13 pages, 3877 KiB  
Article
Simplified Entropic Model for the Evaluation of Suspended Load Concentration
by Domenica Mirauda *, Annamaria De Vincenzo and Marilena Pannone
School of Engineering, Basilicata University, Viale dell’Ateneo Lucano 10, 85100 Potenza, Italy
Water 2018, 10(4), 378; https://doi.org/10.3390/w10040378 - 25 Mar 2018
Cited by 9 | Viewed by 3246
Abstract
Suspended sediment concentration is a key aspect in the forecasting of river evolution dynamics, as well as in water quality assessment, evaluation of reservoir impacts, and management of water resources. The estimation of suspended load often relies on empirical models, of which efficiency [...] Read more.
Suspended sediment concentration is a key aspect in the forecasting of river evolution dynamics, as well as in water quality assessment, evaluation of reservoir impacts, and management of water resources. The estimation of suspended load often relies on empirical models, of which efficiency is limited by their analytic structure or by the need for calibration parameters. The present work deals with a simplified fully-analytical formulation of the so-called entropic model in order to reproduce the vertical distribution of sediment concentration. The simplification consists in the leading order expansion of the generalized spatial coordinate of the entropic velocity profile that, strictly speaking, applies to the near-bed region, but that provides acceptable results also near the free surface. The proposed closed-form solution, which highlights the interplay among channel morphology, stream power, secondary flows, and suspended transport features, allows reducing the needed number of field measurements and, therefore, the time of field activities. Its accuracy and robustness were successfully tested based on the comparison with laboratory data reported in literature. Full article
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17 pages, 18040 KiB  
Article
Estimating Time of Concentration for Overland Flow on Pervious Surfaces by Particle Tracking Method
by Xiaoning Li 1, Xing Fang 1,2,*, Junqi Li 2, Manoj KC 3, Yongwei Gong 2 and Gang Chen 4
1 Department of Civil Engineering, Auburn University, Auburn, AL 36849-5337, USA
2 Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
3 Billingsley Engineering, Las Vegas, NM 87701, USA
4 College of Hydrology and Water Resources, Hohai University, No. 1 Xikang Road, Nanjing, Jiangsu 210098, China
Water 2018, 10(4), 379; https://doi.org/10.3390/w10040379 - 25 Mar 2018
Cited by 13 | Viewed by 6432
Abstract
The particle tracking method (PTM) module was added into the open source Full Shallow-Water equations for Overland Flow in a two-dimensional (FullSWOF_2D) program, which has coupled rainfall–runoff and infiltration modules to determine the time of concentration (Tc) for impervious ( [...] Read more.
The particle tracking method (PTM) module was added into the open source Full Shallow-Water equations for Overland Flow in a two-dimensional (FullSWOF_2D) program, which has coupled rainfall–runoff and infiltration modules to determine the time of concentration (Tc) for impervious (Tci) and pervious (Tcp) surfaces. The updated program FullSWOF-PTM was tested using observed rainfall events with Nash–Sutcliffe efficiencies ranging from 0.60 to 0.95 (average of 0.75) for simulated runoff hydrographs. More than 400 impervious modeling cases with different surface slope (S0), roughness coefficient (n), length (L), and rainfall intensity (i) combinations were developed and simulated to obtain the Tci for developing the regression equation of Tci as a function of the four input parameters. More than 700 pervious modeling cases with different combinations of S0, n, L, i, and infiltration parameters including the saturated hydraulic conductivity, suction head, and moisture deficit were simulated to estimate the Tcp based on the travel time of 85% of particles arriving at the outlet and the ponding time. The regression equation of Tcp was developed as the sum of Tci and additional travel time as a function of infiltration parameters and i. The Tcp equation can be applied to wide ranges of input parameters in comparison to Akan’s equation. Full article
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26 pages, 7843 KiB  
Article
Land Water-Storage Variability over West Africa: Inferences from Space-Borne Sensors
by Vagner G. Ferreira 1, Zibrila Asiah 1, Jia Xu 1, Zheng Gong 2,* and Samuel A. Andam-Akorful 3
1 School of Earth Sciences and Engineering, Hohai University, Jiangning Campus, Nanjing 211100, China
2 State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China
3 Department of Geomatic Engineering, Kwame Nkrumah University of Science and Technology, Private Mail Box, Kumasi AK000-AK911, Ghana
Water 2018, 10(4), 380; https://doi.org/10.3390/w10040380 - 25 Mar 2018
Cited by 12 | Viewed by 5024
Abstract
The potential of terrestrial water storage (TWS) inverted from Gravity Recovery and Climate Experiment (GRACE) measurements to investigate water variations and their response to droughts over the Volta, Niger, and Senegal Basins of West Africa was investigated. An altimetry-imagery approach was proposed to [...] Read more.
The potential of terrestrial water storage (TWS) inverted from Gravity Recovery and Climate Experiment (GRACE) measurements to investigate water variations and their response to droughts over the Volta, Niger, and Senegal Basins of West Africa was investigated. An altimetry-imagery approach was proposed to deduce the contribution of Lake Volta to TWS as “sensed” by GRACE. The results showed that from April 2002 to July 2016, Lake Volta contributed to approximately 8.8% of the water gain within the Volta Basin. As the signal spreads out far from the lake, it impacts both the Niger and Senegal Basins with 1.7% (at a significance level of 95%). This figure of 8.8% for the Volta Basin is approximately 20% of the values reported in previous works. Drought analysis based on GRACE-TWS (after removing the lake’s contribution) depicted below-normal conditions prevailing from 2002 to 2008. Wavelet analysis revealed that TWS changes (fluxes) and rainfall as well as vegetation index depicted a highly coupled relationship at the semi-annual to biennial periods, with common power covariance prevailing in the annual frequencies. While acknowledging that validation of the drought occurrence and severity based on GRACE-TWS is needed, we believe that our findings shall contribute to the water management over West Africa. Full article
(This article belongs to the Special Issue Applications of Remote Sensing and GIS in Hydrology)
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18 pages, 73952 KiB  
Article
Uncertainty in a Lumped and a Semi-Distributed Model for Discharge Prediction in Ghatshila Catchment
by Aradhana Yaduvanshi 1,*, Prashant Srivastava 2, Abeyou W. Worqlul 3 and Anand Kr Sinha 4
1 Centre of Excellence in Climatology, Birla Institute of Technology, Mesra, Ranchi, Jharkhand 835215, India
2 Institute of Environment and Sustainable Development, Banaras Hindu University, Varanasi, Uttar Pradesh 221005, India
3 Blackland Research and Extension Center, Texas A&M Agrilife Research, Temple, TX 76502, USA
4 Civil and Environmental Engineering, Birla Institute of Technology, Mesra, Ranchi, Jharkhand 835215, India
Water 2018, 10(4), 381; https://doi.org/10.3390/w10040381 - 25 Mar 2018
Cited by 10 | Viewed by 4634
Abstract
Hydrologic simulations of different models have direct impact on the accuracy of discharge prediction because of the diverse model structure. This study is an attempt to comprehend the uncertainty in discharge prediction of two models in the Ghatshila catchment, Subarnarekha Basin in India. [...] Read more.
Hydrologic simulations of different models have direct impact on the accuracy of discharge prediction because of the diverse model structure. This study is an attempt to comprehend the uncertainty in discharge prediction of two models in the Ghatshila catchment, Subarnarekha Basin in India. A lumped Probability Distribution Model (PDM) and semi-distributed Soil and Water Assessment Tool (SWAT) were applied to simulate the discharge from 24 years of records (1982–2005), using gridded ground based meteorological variables. The results indicate a marginal outperformance of SWAT model with 0.69 Nash-Sutcliffe (NSE) for predicting discharge as compared to PDM with 0.62 NSE value. Extreme high flows are clearly depicted in the flow duration curve of SWAT model simulations. PDM model performed well in capturing low flows. However, with respect to input datasets and model complexity, SWAT requires both static and dynamic inputs for the parameterization of the model. This work is the comprehensive evaluation of discharge prediction in an Indian scenario using the selected models; ground based gridded rainfall and meteorological dataset. Uncertainty in the model prediction is established by means of Generalized Likelihood Uncertainty Estimation (GLUE) technique in both of the models. Full article
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20 pages, 7607 KiB  
Article
Simultaneous Treatment of Agro-Industrial and Industrial Wastewaters: Case Studies of Cr(VI)/Second Cheese Whey and Cr(VI)/Winery Effluents
by Triantafyllos I. Tatoulis 1, Michail K. Michailides 1, Athanasia G. Tekerlekopoulou 1,*, Christos S. Akratos 1, Stavros Pavlou 2,3 and Dimitrios V. Vayenas 2,3
1 Department of Environmental and Natural Resources Management, University of Patras, 2 G. Seferi Str., GR-30100 Agrinio, Greece
2 Institute of Chemical Engineering Sciences (FORTH/ICE-HT), Stadiou Str., Platani, P.O. Box 1414, GR-26504 Patras, Greece
3 Department of Chemical Engineering, University of Patras, GR-26504 Patras, Greece
Water 2018, 10(4), 382; https://doi.org/10.3390/w10040382 - 25 Mar 2018
Cited by 9 | Viewed by 3410
Abstract
Hexavalent chromium (Cr(VI)) was co-treated either with second cheese whey (SCW) or winery effluents (WE) using pilot-scale biological trickling filters in series under different operating conditions. Two pilot-scale filters in series using plastic support media were used in each case. The first filter [...] Read more.
Hexavalent chromium (Cr(VI)) was co-treated either with second cheese whey (SCW) or winery effluents (WE) using pilot-scale biological trickling filters in series under different operating conditions. Two pilot-scale filters in series using plastic support media were used in each case. The first filter (i.e., Cr-SCW-filter or Cr-WE-filter) aimed at Cr(VI) reduction and the partial removal of dissolved chemical oxygen demand (d-COD) from SCW or WE and was inoculated with indigenous microorganisms originating from industrial sludge. The second filter in series (i.e., SCW-filter or WE-filter) aimed at further d-COD removal and was inoculated with indigenous microorganisms that were isolated from SCW or WE. Various Cr(VI) (5–100 mg L−1) and SCW or WE (d-COD, 1000–25,000 mg L−1) feed concentrations were tested. Based on the experimental results, the sequencing batch reactor operating mode with recirculation of 0.5 L min−1 proved very efficient since it led to complete Cr(VI) reduction in the first filter in series and achieved high Cr(VI) reduction rates (up to 36 and 43 mg L−1 d−1, for SCW and WW, respectively). Percentage d-COD removal for SCW and WE in the first filter was rather low, ranging from 14 to 42.5% and from 4 to 29% in the Cr-SCW-filter and Cr-WE-filter, respectively. However, the addition of the second filter in series enhanced total d-COD removal to above 97% and 90.5% for SCW and WE, respectively. The above results indicate that agro-industrial wastewater could be used as a carbon source for Cr(VI) reduction, while the use of two trickling filters in series could effectively treat both industrial and agro-industrial wastewaters with very low installation and operational costs. Full article
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18 pages, 14024 KiB  
Article
Long-Term Scheduling of Large-Scale Cascade Hydropower Stations Using Improved Differential Evolution Algorithm
by Xiaohao Wen 1,2, Jianzhong Zhou 1,3,*, Zhongzheng He 1,3 and Chao Wang 4
1 School of Hydropower and Information Engineering, Huazhong University of Science and Technology, Wuhan 430074, China
2 China Three Gorges Corporation, Beijing 100038, China
3 Hubei Key Laboratory of Digital Valley Science and Technology, Wuhan 430074, China
4 China Institute of Water Resources and Hydropower Research, Beijing 100038, China
Water 2018, 10(4), 383; https://doi.org/10.3390/w10040383 - 26 Mar 2018
Cited by 26 | Viewed by 4145
Abstract
Long-term scheduling of large cascade hydropower stations (LSLCHS) is a complex problem of high dimension, nonlinearity, coupling and complex constraint. In view of the above problem, we present an improved differential evolution (iLSHADE) algorithm based on LSHADE, a state-of-the-art evolutionary algorithm. iLSHADE uses [...] Read more.
Long-term scheduling of large cascade hydropower stations (LSLCHS) is a complex problem of high dimension, nonlinearity, coupling and complex constraint. In view of the above problem, we present an improved differential evolution (iLSHADE) algorithm based on LSHADE, a state-of-the-art evolutionary algorithm. iLSHADE uses new mutation strategies “current to pbest/2-rand” to obtain wider search range and accelerate convergence with the preventing individual repeated failure evolution (PIRFE) strategy. The handling of complicated constraints strategy of ε-constrained method is presented to handle outflow, water level and output constraints in the cascade reservoir operation. Numerical experiments of 10 benchmark functions have been done, showing that iLSHADE has stable convergence and high efficiency. Furthermore, we demonstrate the performance of the iLSHADE algorithm by comparing it with other improved differential evolution algorithms for LSLCHS in four large hydropower stations of the Jinsha River. With the applications of iLSHADE in reservoir operation, LSLCHS can obtain more power generation benefit than other alternatives in dry, normal, and wet years. The results of numerical experiments and case studies show that the iLSHADE has a distinct optimization effect and good stability, and it is a valid and reliable tool to solve LSLCHS problem. Full article
(This article belongs to the Special Issue Adaptive Catchment Management and Reservoir Operation)
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21 pages, 30638 KiB  
Article
A Semi Risk-Based Approach for Managing Urban Drainage Systems under Extreme Rainfall
by Carlos Salinas-Rodriguez 1,2,*, Berry Gersonius 1,2, Chris Zevenbergen 1, David Serrano 1 and Richard Ashley 1,2
1 Flood Resilience Chair Group, Water Science and Engineering Department, IHE-Delft Institute for Water Education, 2611 AX Delft, The Netherlands
2 Cooperative Research Centre for Water Sensitive Cities, Monash University, Clayton, VIC 3800, Australia
Water 2018, 10(4), 384; https://doi.org/10.3390/w10040384 - 26 Mar 2018
Cited by 10 | Viewed by 8948
Abstract
Conventional design standards for urban drainage systems are not set to deal with extreme rainfall events. As these events are becoming more frequent, there is room for proposing new planning approaches and standards that are flexible enough to cope with a wide range [...] Read more.
Conventional design standards for urban drainage systems are not set to deal with extreme rainfall events. As these events are becoming more frequent, there is room for proposing new planning approaches and standards that are flexible enough to cope with a wide range of rainfall events. In this paper, a semi risk-based approach is presented as a simple and practical way for the analysis and management of rainfall flooding at the precinct scale. This approach uses various rainfall events as input parameters for the analysis of the flood hazard and impacts, and categorises the flood risk in different levels, ranging from very low to very high risk. When visualised on a map, the insight into the risk levels across the precinct will enable engineers and spatial planners to identify and prioritise interventions to manage the flood risk. The approach is demonstrated for a sewer district in the city of Rotterdam, the Netherlands, using a one-dimensional (1D)/two-dimensional (2D) flood model. The risk level of this area is classified as being predominantly very low or low, with a couple of locations with high and very high risk. For these locations interventions, such as disconnection and lowering street profiles, have been proposed and analysed with the 1D/2D flood model. The interventions were shown to be effective in reducing the risk levels from very high/high risk to medium/low risk. Full article
(This article belongs to the Special Issue Sponge Cities: Emerging Approaches, Challenges and Opportunities)
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16 pages, 5471 KiB  
Article
Comprehensive Forecast of Urban Water-Energy Demand Based on a Neural Network Model
by Ziyi Yin 1,2, Benyou Jia 1,*, Shiqiang Wu 1, Jiangyu Dai 1 and Deshan Tang 2
1 State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China
2 The College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
Water 2018, 10(4), 385; https://doi.org/10.3390/w10040385 - 26 Mar 2018
Cited by 31 | Viewed by 4686
Abstract
Water-energy nexus has been a popular topic of rese arch in recent years. The relationships between the demand for water resources and energy are intense and closely connected in urban areas. The primary, secondary, and tertiary industry gross domestic product (GDP), the total [...] Read more.
Water-energy nexus has been a popular topic of rese arch in recent years. The relationships between the demand for water resources and energy are intense and closely connected in urban areas. The primary, secondary, and tertiary industry gross domestic product (GDP), the total population, the urban population, annual precipitation, agricultural and industrial water consumption, tap water supply, the total discharge of industrial wastewater, the daily sewage treatment capacity, total and domestic electricity consumption, and the consumption of coal in industrial enterprises above the designed size were chosen as input indicators. A feedforward artificial neural network model (ANN) based on a back-propagation algorithm with two hidden layers was constructed to combine urban water resources with energy demand. This model used historical data from 1991 to 2016 from Wuxi City, eastern China. Furthermore, a multiple linear regression model (MLR) was introduced for comparison with the ANN. The results show the following: (a) The mean relative error values of the forecast and historical urban water-energy demands are 1.58 % and 2.71%, respectively; (b) The predicted water-energy demand value for 2020 is 4.843 billion cubic meters and 47.561 million tons of standard coal equivalent; (c) The predicted water-energy demand value in the year 2030 is 5.887 billion cubic meters and 60.355 million tons of standard coal equivalent; (d) Compared with the MLR, the ANN performed better in fitting training data, which achieved a more satisfactory accuracy and may provide a reference for urban water-energy supply planning decisions. Full article
(This article belongs to the Special Issue Water Quality: A Component of the Water-Energy-Food Nexus)
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20 pages, 22529 KiB  
Article
Pluvial Flood Risk Assessment Tool (PFRA) for Rainwater Management and Adaptation to Climate Change in Newly Urbanised Areas
by Szymon Szewrański 1,*, Jakub Chruściński 1, Jan Kazak 1, Małgorzata Świąder 1, Katarzyna Tokarczyk-Dorociak 2 and Romuald Żmuda 3
1 Department of Spatial Economy, Wrocław University of Environmental and Life Sciences, ul. Grunwaldzka 55, 50-357 Wrocław, Poland
2 Institute of Landscape Architecture, Wrocław University of Environmental and Life Sciences, ul. Grunwaldzka 55, 50-357 Wrocław, Poland
3 Institute of Environmental Protection and Development, Wrocław University of Environmental and Life Sciences, pl. Grunwaldzki 24, 50-363 Wrocław, Poland
Water 2018, 10(4), 386; https://doi.org/10.3390/w10040386 - 26 Mar 2018
Cited by 53 | Viewed by 9509
Abstract
The aim of this research is to develop the Pluvial Flood Risk Assessment tool (PFRA) for rainwater management and adaptation to climate change in newly urbanised areas. PFRA allows pluvial hazard assessment, as well as pluvial flood risk mapping. The original model was [...] Read more.
The aim of this research is to develop the Pluvial Flood Risk Assessment tool (PFRA) for rainwater management and adaptation to climate change in newly urbanised areas. PFRA allows pluvial hazard assessment, as well as pluvial flood risk mapping. The original model was created using ArcGIS software with the ArcHydro extension, and the script was written using the Python programming language. The PFRA model effectively combines information about land cover, soils, microtopography (LiDAR data), and projected hydro-meteorological conditions, which enables the identification of the spatial and temporal distribution of pluvial flood risks in newly developed areas. Further improvements to the PFRA concern the quantification of pluvial flood-related damages, the application of high resolution precipitation data, and the optimisation of coding. Full article
(This article belongs to the Special Issue Development of Alternative Water Sources in the Urban Sector)
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17 pages, 26673 KiB  
Article
Experimental and Numerical Investigation of Pre-Breaking and Breaking Vorticity within a Plunging Breaker
by Diana De Padova 1,*, Maurizio Brocchini 2, Federica Buriani 3, Sara Corvaro 2, Francesca De Serio 1, Michele Mossa 1 and Stefano Sibilla 4
1 Department of Civil, Environmental, Land, Building Engineering and Chemistry (DICATECh), Polytechnic University of Bari, Via E. Orabona 4, 70125 Bari, Italy
2 Dipartimento di Ingegneria Civile, Edile e dell’Architettura, Università Politecnica delle Marche, Via Brecce Bianche 12, 60131 Ancona, Italy
3 Department of Mathematical Sciences, Loughborough University, Leicestershire LE11 3TU, UK
4 Department of Civil Engineering and Architecture (DICAr), University of Pavia, Via Ferrata 3, 27100 Pavia, Italy
Water 2018, 10(4), 387; https://doi.org/10.3390/w10040387 - 26 Mar 2018
Cited by 25 | Viewed by 3735
Abstract
The characteristics of vorticity induced just prior and at the splash-down of a plunging breaker on a 1:10 planar slope have been studied using wave flume experiments and numerical simulations. Laboratory experiments involved detailed measurements in the outer surf zone of both fluid [...] Read more.
The characteristics of vorticity induced just prior and at the splash-down of a plunging breaker on a 1:10 planar slope have been studied using wave flume experiments and numerical simulations. Laboratory experiments involved detailed measurements in the outer surf zone of both fluid velocities below trough level, achieved by a fibre-optic laser-Doppler anemometer, and water surface elevations, obtained by an ultrasound probe. A Weakly-Compressible Smoothed Particle (WCSPH) model, coupled with a two-equation model for turbulent stresses, has been employed for the numerical simulations. A thorough calibration of the SPH’s numerical parameters has been first performed, through comparison between numerical and experimental wave elevation and velocity data. Then, considering that time-averaged laboratory data shows a significant vorticity beneath the free surface in the wave pre-breaking region, the vorticity generation mechanism has been thoroughly analyzed by means of the numerical model. In the attempt of explaining the generation of vorticity as induced by flow separation, we also inspected the role of the streamwise flow deceleration and surface-parallel vorticity flux. In analogy with the case of spilling breakers a cause-effect relation has been observed between streamwise flow deceleration and vorticity generation. Numerical findings are positively confirmed by the experimental results. Full article
(This article belongs to the Special Issue Turbulence in River and Maritime Hydraulics)
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15 pages, 11867 KiB  
Article
Forward Prediction of Runoff Data in Data-Scarce Basins with an Improved Ensemble Empirical Mode Decomposition (EEMD) Model
by Yinghao Yu 1, Hongbo Zhang 1,2,* and Vijay P. Singh 3
1 School of Environmental Science and Engineering, Chang’an University, Xi’an 710054, China
2 Key Laboratory of Subsurface Hydrology and Ecological Effect in Arid Region, Ministry of Education, Chang’an University, Xi’an 710054, China
3 Department of Biological and Agricultural Engineering & Zachry Department of Civil Engineering, Texas A&M University, College Station, TX 77843, USA
Water 2018, 10(4), 388; https://doi.org/10.3390/w10040388 - 27 Mar 2018
Cited by 55 | Viewed by 4367
Abstract
Data scarcity is a common problem in hydrological calculations that often makes water resources planning and engineering design challenging. Combining ensemble empirical mode decomposition (EEMD), a radial basis function (RBF) neural network, and an autoregression (AR) model, an improved EEMD prediction model is [...] Read more.
Data scarcity is a common problem in hydrological calculations that often makes water resources planning and engineering design challenging. Combining ensemble empirical mode decomposition (EEMD), a radial basis function (RBF) neural network, and an autoregression (AR) model, an improved EEMD prediction model is proposed for runoff series forward prediction, i.e., runoff series extension. In the improved model, considering the decomposition-prediction-reconstruction principle, EEMD was employed for decomposition and reconstruction and the RBF and AR model were used for component prediction. Also, the method of tracking energy differences (MTED) was used as stopping criteria for EEMD in order to solve the problem of mode mixing that occurs frequently in EEMD. The orthogonality index (Ort) and the relative average deviation (RAD) were introduced to verify the mode mixing and prediction performance. A case study showed that the MTED-based decomposition was significantly better than decomposition methods using the standard deviation (SD) criteria and the G. Rilling (GR) criteria. After MTED-based decomposition, mode mixing in EEMD was suppressed effectively (|Ort| < 0.23) and stable orthogonal components were obtained. For this, annual runoff series forward predictions using the improved EEMD-based prediction model were significantly better (RAD < 11.1%) than predictions by the rainfall-runoff method and the AR model method. Thus, this forward prediction model can be regarded as an approach for hydrological series extension, and shows promise for practical applications. Full article
(This article belongs to the Special Issue Flood Forecasting Using Machine Learning Methods)
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15 pages, 60182 KiB  
Article
Assessment of Practices for Controlling Shallow Valley-Bottom Gullies in the Sub-Humid Ethiopian Highlands
by Meseret B. Addisie 1, Eddy J. Langendoen 2, Dessalew W. Aynalem 1, Getaneh K. Ayele 1, Seifu A. Tilahun 1, Petra Schmitter 3, Wolde Mekuria 3, Mikael M. Moges 1 and Tammo S. Steenhuis 1,4,*
1 Faculty of Civil and Water Resources Engineering, Bahir Dar University, Bahir Dar, P.O. Box 26, Ethiopia
2 United States Department of Agriculture (USDA), Agricultural Research Service, National Sedimentation Laboratory, Oxford, MS 38655, USA
3 International Water Management Institute (IWMI), East Africa and Nile Basin Office, Addis Ababa, Ethiopia
4 Department of Biological and Environmental Engineering, Cornell University, Ithaca, NY 14853, USA
Water 2018, 10(4), 389; https://doi.org/10.3390/w10040389 - 27 Mar 2018
Cited by 9 | Viewed by 5218
Abstract
Rehabilitation of large valley bottom gullies in developing countries is hampered by high cost. Stopping head cuts at the time of initiation will prevent large gullies from forming and is affordable. However, research on practices to control shallow gully heads with local materials [...] Read more.
Rehabilitation of large valley bottom gullies in developing countries is hampered by high cost. Stopping head cuts at the time of initiation will prevent large gullies from forming and is affordable. However, research on practices to control shallow gully heads with local materials is limited. The objective of this research was therefore to identify cost-effective shallow gully head stabilization practices. The four-year study was conducted on 14 shallow gullies (<3 m deep) in the central Ethiopian highlands. Six gullies were used as a control. Heads in the remaining eight gullies were regraded to a 1:1 slope. Additional practices implemented were adding either riprap or vegetation or both on the regraded heads and stabilizing the gully bed downstream. Gully heads were enclosed by fencing to prohibit cattle access to the planted vegetation. The median yearly head retreat of the control gullies was 3.6 m a−1 with a maximum of 23 m a−1. Vegetative treatments without riprap prevented gully incision by trapping sediments but did not stop the upslope retreat. The gully heads protected by riprap did not erode. Regrading the slope and adding riprap was most effective in controlling gully head retreat, and with hay grown on the fenced-in areas around the practice, it was profitable for farmers. Full article
(This article belongs to the Special Issue Streambank Erosion: Monitoring, Modeling and Management)
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16 pages, 20103 KiB  
Article
Identification of a Contaminant Source Location in a River System Using Random Forest Models
by Yoo Jin Lee 1, Chuljin Park 1,* and Mi Lim Lee 2
1 Department of Industrial Engineering, Hanyang University, 222 Wangsimni-Ro, Seongdong gu, Seoul 04763, Korea
2 College of Business Administration, Hongik University, 94 Wausan-Ro, Mapo-gu, Seoul 04066, Korea
Water 2018, 10(4), 391; https://doi.org/10.3390/w10040391 - 27 Mar 2018
Cited by 21 | Viewed by 3687
Abstract
We consider the problem of identifying the source location of a contaminant via analyzing changes in concentration levels observed by a sensor network in a river system. To address this problem, we propose a framework including two main steps: (i) pre-processing data; and [...] Read more.
We consider the problem of identifying the source location of a contaminant via analyzing changes in concentration levels observed by a sensor network in a river system. To address this problem, we propose a framework including two main steps: (i) pre-processing data; and (ii) training and testing a classification model. Specifically, we first obtain a data set presenting concentration levels of a contaminant from a simulation model, and extract numerical characteristics from the data set. Then, random forest models are generated and assessed to identify the source location of a contaminant. By using the numerical characteristics from the prior step as their inputs, the models provide outputs representing the possibility, i.e., a value between 0 and 1, of a spill event at each candidate location. The performance of the framework is tested on a part of the Altamaha river system in the state of Georgia, United States of America. Full article
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17 pages, 12130 KiB  
Article
Wave–Current Interaction: A 2DH Model for Turbulent Jet and Bottom-Friction Dissipation
by Sara Pascolo *, Marco Petti and Silvia Bosa
Dipartimento Politecnico di Ingegneria e Architettura, University of Udine, 33100 Udine, Italy
Water 2018, 10(4), 392; https://doi.org/10.3390/w10040392 - 27 Mar 2018
Cited by 19 | Viewed by 4226
Abstract
A correct representation of the non-linear interactions between waves and currents is one of the key points when studying the morphological evolution of nearshore environments, in particular close to river mouths or tidal inlets. Undoubtedly, the numerical modelling of similar phenomena can be [...] Read more.
A correct representation of the non-linear interactions between waves and currents is one of the key points when studying the morphological evolution of nearshore environments, in particular close to river mouths or tidal inlets. Undoubtedly, the numerical modelling of similar phenomena can be very complex and computationally demanding, given the size of the domains. In the present paper, a two‐dimensional horizontal (2DH) numerical model is applied to investigate the hydrodynamics of a turbulent jet current interacting with frontal waves, preparatory to the study of morphodynamical processes. The purpose is to reproduce accurately the turbulence of the current flow, which develops in both vertical and horizontal planes, even with the simplifications of depth-averaged velocities. Moreover, the bottom shear stress induces a mechanism of dissipation, which acts both on the jet hydrodynamics and on the wave field. Significant attention is given to this process, which turns out to be crucial in shallow waters. The present model, based on classic shallow-water equations and wave action balance, is applied to a literature test. Comparisons with theoretical and numerical outcomes are shown, the latter obtained with a quasi-3D model. Full article
(This article belongs to the Special Issue Turbulence in River and Maritime Hydraulics)
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12 pages, 6134 KiB  
Article
Influence of Carbon Source on the Efficiency of Nitrogen Removal and Denitrifying Bacteria in Biofilm from Bioelectrochemical SBBRs
by Izabella Kłodowska 1, Joanna Rodziewicz 1,*, Wojciech Janczukowicz 1, Agnieszka Cydzik-Kwiatkowska 2 and Paulina Rusanowska 1
1 Department of Environment Engineering, Faculty of Environmental Science, University of Warmia and Mazury in Olsztyn, Warszawska 117a, 10-719 Olsztyn, Poland
2 Department of Environmental Biotechnology, Faculty of Environmental Science, University of Warmia and Mazury in Olsztyn, Słoneczna 45g, 10-709 Olsztyn, Poland
Water 2018, 10(4), 393; https://doi.org/10.3390/w10040393 - 28 Mar 2018
Cited by 18 | Viewed by 3388
Abstract
Bioelectrochemical sequencing batch biofilm reactors (SBBRs) may be used as post-anoxic reactors. The aim of this study was to determine how nitrate removal depends on the type of external carbon source and the electric current density (J). The effect of citric acid and [...] Read more.
Bioelectrochemical sequencing batch biofilm reactors (SBBRs) may be used as post-anoxic reactors. The aim of this study was to determine how nitrate removal depends on the type of external carbon source and the electric current density (J). The effect of citric acid and potassium bicarbonate on N removal efficiency and the denitrifying bacteria biofilm community at an electric current density of 105 and 210 mA/m2 was determined. Nitrogen removal efficiency depended on the density of the electric current and the carbon source. The highest efficiency of N removal was in the reactor with 210 mA/m2 and citric acid. Regardless of the J value, the addition of an external carbon source to the reactors resulted in a 4–6 fold increase in the relative number of denitrifying bacteria in the biomass in relation to the reactor operated without an electric current flow and organics in the influent. The highest number of denitrifiers was observed in the reactor with an inorganic carbon source and with a density of 105 mA/m2. The main factor determining the shifts in composition of the denitrifying bacteria was the electric current flow. In the reactors operated with the electric current flow, Thauera aminoaromatica MZ1T occurred in the reactors with potassium bicarbonate while Alicycliphilus denitrificans K601 preferred citric acid. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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27 pages, 88372 KiB  
Article
High Resolution Monitoring of River Bluff Erosion Reveals Failure Mechanisms and Geomorphically Effective Flows
by Sara Ann Kelly * and Patrick Belmont
Department of Watershed Sciences, Utah State University, Logan, UT 84322-5210, USA
Water 2018, 10(4), 394; https://doi.org/10.3390/w10040394 - 28 Mar 2018
Cited by 15 | Viewed by 4470
Abstract
Using a combination of Structure from Motion and time lapse photogrammetry, we document rapid river bluff erosion occurring in the Greater Blue Earth River (GBER) basin, a muddy tributary to the sediment-impaired Minnesota River in south central Minnesota. Our datasets elucidated dominant bluff [...] Read more.
Using a combination of Structure from Motion and time lapse photogrammetry, we document rapid river bluff erosion occurring in the Greater Blue Earth River (GBER) basin, a muddy tributary to the sediment-impaired Minnesota River in south central Minnesota. Our datasets elucidated dominant bluff failure mechanisms and rates of bluff retreat in a transient system responding to ongoing streamflow increases and glacial legacy impacts. Specifically, we document the importance of fluvial scour, freeze–thaw, as well as other drivers of bluff erosion. We find that even small flows, a mere 30% of the two-year recurrence interval flow, are capable of causing bluff erosion. During our study period (2014–2017), the most erosion was associated with two large flood events with 13- and 25-year return periods. However, based on the frequency of floods and magnitude of bluff face erosion associated with floods over the last 78 years, the 1.2-year return interval flood has likely accomplished the most cumulative erosion, and is thus more geomorphically effective than larger magnitude floods. Flows in the GBER basin are nonstationary, increasing across the full range of return intervals. We find that management implications differ considerably depending on whether the bluff erosion-runoff power law exponent, γ, is greater than, equal to, or less than 1. Previous research has recommended installation of water retention sites in tributaries to the Minnesota River in order to reduce flows and sediment loading from river bluffs. Our findings support the notion that water retention would be an effective practice to reduce sediment loading and highlight the importance of managing for both runoff frequency and magnitude. Full article
(This article belongs to the Special Issue Watershed Hydrology, Erosion and Sediment Transport Processes )
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13 pages, 1858 KiB  
Article
How Does Season Affect Passage Performance and Fatigue of Potamodromous Cyprinids? An Experimental Approach in a Vertical Slot Fishway
by Filipe Romão 1,*, José M. Santos 2, Christos Katopodis 3, António N. Pinheiro 1 and Paulo Branco 2
1 CEris-Civil Engineering for Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, 1049-001 Lisboa, Portugal
2 CEF-Forest Research Centre, Instituto Superior de Agronomia, Universidade de Lisboa, 1349-017 Lisboa, Portugal
3 Katopodis Ecohydraulics Ltd., 122 Valence Avenue, Winnipeg, MB R3T 3W7, Canada
Water 2018, 10(4), 395; https://doi.org/10.3390/w10040395 - 28 Mar 2018
Cited by 24 | Viewed by 3524
Abstract
Most fishway studies are conducted during the reproductive period, yet uncertainty remains on whether results may be biased if the same studies were performed outside of the migration season. The present study assessed fish passage performance of a potamodromous cyprinid, the Iberian barbel [...] Read more.
Most fishway studies are conducted during the reproductive period, yet uncertainty remains on whether results may be biased if the same studies were performed outside of the migration season. The present study assessed fish passage performance of a potamodromous cyprinid, the Iberian barbel (Luciobarbus bocagei), in an experimental full-scale vertical slot fishway during spring (reproductive season) and early-autumn (non-reproductive season). Results revealed that no significant differences were detected on passage performance metrics, except for entry efficiency. However, differences between seasons were noted in the plasma lactate concentration (higher in early-autumn), used as a proxy for muscular fatigue after the fishway navigation. This suggests that, for potamodromous cyprinids, the evaluation of passage performance in fishways does not need to be restricted to the reproductive season and can be extended to early-autumn, when movements associated with shifts in home range may occur. The increased effort during the non-reproductive period suggests that adapting the operational regime of fishways, at biologically meaningful seasons in a year, should be assessed by considering the physiological state of the target species. Full article
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22 pages, 32402 KiB  
Article
Application of Geomorphologic Factors for Identifying Soil Loss in Vulnerable Regions of the Cameron Highlands
by Kahhoong Kok 1, Lariyah Mohd Sidek 2, Kwansue Jung 1 and Joo-Cheol Kim 3,*
1 Department of Civil Engineering, Chungnam National University, 99 Daehak-ro, Yuseong-gu, Daejeon 305-764, Korea
2 Department of Civil Engineering, Universiti Tenaga Nasional, Jalan Ikram-Uniten, Kajang 43000, Malaysia
3 International Water Resources Research Institute, Chungnam National University, 99 Daehak-ro, Yuseong-gu, Daejeon 305-764, Korea
Water 2018, 10(4), 396; https://doi.org/10.3390/w10040396 - 28 Mar 2018
Cited by 6 | Viewed by 3602
Abstract
The main purpose of this study is to propose a methodology for identifying vulnerable regions in the Cameron Highlands that are susceptible to soil loss, based on runoff aggregation structure and the energy expenditure pattern of the natural river basin, within the framework [...] Read more.
The main purpose of this study is to propose a methodology for identifying vulnerable regions in the Cameron Highlands that are susceptible to soil loss, based on runoff aggregation structure and the energy expenditure pattern of the natural river basin, within the framework of power law distribution. To this end, three geomorphologic factors, namely shear stress and stream power, as well as the drainage area of every point in the basin of interest, have been extracted using GIS, and then their complementary cumulative distributions are graphically analyzed by fitting them to power law distribution, with the purpose of identifying the sensitive points within the basin that are susceptible to soil loss with respect to scaling regimes of shear stress and stream power. It is observed that the range of vulnerable regions by the scaling regime of shear stress is much narrower than by the scaling regime of stream power. This result seems to suggest that shear stress is a scale-dependent factor, which does not follow power law distribution and does not adequately reflect the energy expenditure pattern of a river basin. Therefore, stream power is preferred as a more reasonable factor for the evaluation of soil loss. The methodology proposed in this study can be validated by visualizing the path of soil loss, which is generated from the hillslope process (characterized by the local slope) to the valley through a fluvial process (characterized by the drainage area as well as the local slope). Full article
(This article belongs to the Special Issue Water-Induced Landslides: Prediction and Control)
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26 pages, 2120 KiB  
Article
Ensemble Kalman Filter Assimilation of ERT Data for Numerical Modeling of Seawater Intrusion in a Laboratory Experiment
by Véronique Bouzaglou 1, Elena Crestani 2, Paolo Salandin 2, Erwan Gloaguen 1 and Matteo Camporese 2,*
1 Centre Eau Terre Environnement, Institut National de la Recherche Scientifique, Quebec, QC G1K 9A9, Canada
2 Department of Civil, Environmental and Architectural Engineering, University of Padova, Padova 35131, Italy
Water 2018, 10(4), 397; https://doi.org/10.3390/w10040397 - 28 Mar 2018
Cited by 16 | Viewed by 5566
Abstract
Seawater intrusion in coastal aquifers is a worldwide problem exacerbated by aquifer overexploitation and climate changes. To limit the deterioration of water quality caused by saline intrusion, research studies are needed to identify and assess the performance of possible countermeasures, e.g., underground barriers. [...] Read more.
Seawater intrusion in coastal aquifers is a worldwide problem exacerbated by aquifer overexploitation and climate changes. To limit the deterioration of water quality caused by saline intrusion, research studies are needed to identify and assess the performance of possible countermeasures, e.g., underground barriers. Within this context, numerical models are fundamental to fully understand the process and for evaluating the effectiveness of the proposed solutions to contain the saltwater wedge; on the other hand, they are typically affected by uncertainty on hydrogeological parameters, as well as initial and boundary conditions. Data assimilation methods such as the ensemble Kalman filter (EnKF) represent promising tools that can reduce such uncertainties. Here, we present an application of the EnKF to the numerical modeling of a laboratory experiment where seawater intrusion was reproduced in a specifically designed sandbox and continuously monitored with electrical resistivity tomography (ERT). Combining EnKF and the SUTRA model for the simulation of density-dependent flow and transport in porous media, we assimilated the collected ERT data by means of joint and sequential assimilation approaches. In the joint approach, raw ERT data (electrical resistances) are assimilated to update both salt concentration and soil parameters, without the need for an electrical inversion. In the sequential approach, we assimilated electrical conductivities computed from a previously performed electrical inversion. Within both approaches, we suggest dual-step update strategies to minimize the effects of spurious correlations in parameter estimation. The results show that, in both cases, ERT data assimilation can reduce the uncertainty not only on the system state in terms of salt concentration, but also on the most relevant soil parameters, i.e., saturated hydraulic conductivity and longitudinal dispersivity. However, the sequential approach is more prone to filter inbreeding due to the large number of observations assimilated compared to the ensemble size. Full article
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19 pages, 24292 KiB  
Article
Unstructured-Mesh Terrain Analysis and Incident Solar Radiation for Continuous Hydrologic Modeling in Mountain Watersheds
by Hernan A. Moreno 1,*,†, Fred L. Ogden 2 and Laura V. Alvarez 3
1 Department of Geography and Environmental Sustainability, University of Oklahoma, Norman, OK 73019, USA
2 Department of Civil and Architectural Engineering, University of Wyoming, Laramie, WY 82071, USA
3 Center for Automated Sensing and Sampling, School of Meteorology, University of Oklahoma, Norman, OK 73019, USA
Current address: 100 E. Boyd St, Norman, OK 73019, USA
Water 2018, 10(4), 398; https://doi.org/10.3390/w10040398 - 28 Mar 2018
Cited by 1 | Viewed by 5747
Abstract
This article presents a methodology for estimating total incoming solar radiation from Triangular Irregular Network (TIN) topographic meshes. The algorithm also computes terrain slope degree and aspect (slope orientation) and accounts for self shading and cast shadows, sky view fractions for diffuse radiation, [...] Read more.
This article presents a methodology for estimating total incoming solar radiation from Triangular Irregular Network (TIN) topographic meshes. The algorithm also computes terrain slope degree and aspect (slope orientation) and accounts for self shading and cast shadows, sky view fractions for diffuse radiation, remote albedo and atmospheric backscattering, by using a vectorial approach within a topocentric coordinate system establishing geometric relations between groups of TIN elements and the sun position. A normal vector to the surface of each TIN element describes its slope and aspect while spherical trigonometry allows computing a unit vector defining the position of the sun at each hour and day of the year. Sky view fraction, useful to determine diffuse and backscattered radiation, is computed for each TIN element at prescribed azimuth intervals targeting the steepest elevation gradient. A comparison between the sun zenith angle and the steepest gradient allows deciding whether or not the pivot element is shaded. Finally, remote albedo is computed from the sky view fraction complementary functions for observed albedo values of the surrounding terrain. The sensitivity of the different radiative components to seasonal changes in atmospheric transmissivitties and surrounding albedo is tested in a mountainous watershed in Wyoming. This methodology represents an improvement on the current algorithms to compute terrain and radiation values on unstructured-mesh terrain models. All terrain-related features (e.g., slope, aspect, sky view fraction) can be pre-computed and stored for easy access into a subsequent, progressive-in-time, numerical simulation. Full article
(This article belongs to the Special Issue Applications of Remote Sensing and GIS in Hydrology)
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22 pages, 41113 KiB  
Article
Morphogenesis of a Floodplain as a Criterion for Assessing the Susceptibility to Water Pollution in an Agriculturally Rich Valley of a Lowland River
by Anna Sieczka, Filip Bujakowski, Tomasz Falkowski and Eugeniusz Koda *
Department of Geotechnical Engineering, Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences, Nowoursynowska 159 St., 02-776 Warsaw, Poland
Water 2018, 10(4), 399; https://doi.org/10.3390/w10040399 - 28 Mar 2018
Cited by 22 | Viewed by 4096
Abstract
This study presents the results of the influence of the specific geological landforms occurring in a lowland river floodplain on the recharge and drainage conditions in an agricultural area. Particular attention has been paid to the presence of the buried erosional channels of [...] Read more.
This study presents the results of the influence of the specific geological landforms occurring in a lowland river floodplain on the recharge and drainage conditions in an agricultural area. Particular attention has been paid to the presence of the buried erosional channels of flood waters, which may constitute the preferential paths for migration of agricultural contaminants. Moreover, the changes of effective infiltration which affect the hydrogeological regime of the tested area were analyzed. Priority was also given to the use of laboratory techniques in order to determine the parameters influencing the contaminant migration in the soil-water environment for the purpose of hydrogeological modeling. Laboratory tests, based on a column experiment, were performed in a Trautwein apparatus with reference to the constant head procedure, using conservative and reactive markers. The parameters of advection, dispersion, and sorption, obtained in the laboratory experiment were then used as the input data for the hydrodynamic model of groundwater flow and contaminant migration in the research area. Based on the created digital model of groundwater flow, the multi-variant analysis of the effect of specific geological features on the conditions of contaminant transport in a valley was performed. The presented tools and methods contributed to a significant increase in the accuracy of recognizing zones susceptible to water pollution and should be adopted in other valley areas exposed to contamination. Full article
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22 pages, 8514 KiB  
Article
Barriers to Effective Eutrophication Governance: A Comparison of the Baltic Sea and North American Great Lakes
by Savitri Jetoo
Department of Social Sciences, Åbo Akademi University, Tuomiokirkontori 3, 20500 Turku, Finland
Water 2018, 10(4), 400; https://doi.org/10.3390/w10040400 - 28 Mar 2018
Cited by 13 | Viewed by 5393
Abstract
The Baltic Sea and the North American Great Lakes are two transboundary watersheds that are at risk from similar environmental stressors including nutrient enrichment, hydrologic modifications, chemicals of emerging concern, and the overarching stressor of climate change. Although located in different geographical regions [...] Read more.
The Baltic Sea and the North American Great Lakes are two transboundary watersheds that are at risk from similar environmental stressors including nutrient enrichment, hydrologic modifications, chemicals of emerging concern, and the overarching stressor of climate change. Although located in different geographical regions of the world, both watersheds are governed in a multilevel governance setting with many layers of decision makers including global, national, governmental, regional, municipal, and community levels. Despite governance innovations, such as the Helsinki Convention in 1974 and the Great Lakes Water Quality Agreement in 1972 and their updated versions, both transboundary waters are under increasing stress from eutrophication. There are provisions in both the Helsinki Convention and the Great Lakes Water Quality Agreement for nutrient abatement measures, yet algal blooms abound in both waters, especially after precipitation events. This paper looks at the governance processes in both transboundary ecosystems, with the aim of highlighting governance barriers to eutrophication mitigation using four analytical lenses. A comparison of the two systems and the governance barriers shows that similar and unique challenges are faced in both regions, and the choice of analytical lens affects the perception of barriers and implementation actions. This is useful for policymakers in planning intervention strategies to tackle the stressor of nutrient enrichment in both regions. Full article
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14 pages, 1426 KiB  
Article
Geometrical Characterization of Sediment Deposits at the Confluence of Mountain Streams
by Laura Maria Stancanelli * and Rosaria Ester Musumeci
Department of Civil Engineering and Architecture, University of Catania, Via Santa Sofia 64, 95125 Catania, Italy
Water 2018, 10(4), 401; https://doi.org/10.3390/w10040401 - 29 Mar 2018
Cited by 18 | Viewed by 3151
Abstract
Debris flow injections from tributaries into a main mountain stream generate deposits of sediments which, in turn, result in obstruction and eventual damming of the river section. This contribution presents the results of a series of flume experiments on the dynamics of these [...] Read more.
Debris flow injections from tributaries into a main mountain stream generate deposits of sediments which, in turn, result in obstruction and eventual damming of the river section. This contribution presents the results of a series of flume experiments on the dynamics of these deposits, with reference to three different types of blockage: no blockage, partial blockage, and full blockage. Results show that the shape of the deposit is mainly controlled by the ratio between the debris flow discharge and the main river discharge. The experimental dataset is used to develop a deposit resilience stability index based on the shape of the deposit contour retrieved from photos taken from above. The proposed index is based on the invariant elliptic Fourier coefficients and the dimensionless transverse obstruction parameter. The elliptic Fourier coefficients give information on the symmetry of the deposit contour. High symmetry indicates more stable and resilient deposits. The proposed index is calibrated on the basis of the flume experiments and tested with field data. The results are quite promising and suggest that the index can be appropriate for a fast hazard assessment of multiple debris flow deposits at a regional scale. Full article
(This article belongs to the Special Issue Erosion and Torrent Control)
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13 pages, 18922 KiB  
Article
Wave Height Attenuation and Flow Resistance Due to Emergent or Near-Emergent Vegetation
by Paolo Peruzzo 1,*, Francesca De Serio 2, Andrea Defina 1 and Michele Mossa 2
1 Department of Civil, Architectural and Environmental Engineering, University of Padua, Via Loredan, 20, 35131 Padova PD, Italy
2 Department of Civil, Environmental, Land, Building Engineering and Chemistry, Polytechnic University of Bari, Via Edoardo Orabona, 4, 70126 Bari BA, Italy
Water 2018, 10(4), 402; https://doi.org/10.3390/w10040402 - 29 Mar 2018
Cited by 29 | Viewed by 6657
Abstract
Vegetation plays a pivotal role in fluvial and coastal flows, affecting their structure and turbulence, thus having a strong impact on the processes of transport and diffusion of nutrients and sediments, as well as on ecosystems and habitats. In the present experimental study, [...] Read more.
Vegetation plays a pivotal role in fluvial and coastal flows, affecting their structure and turbulence, thus having a strong impact on the processes of transport and diffusion of nutrients and sediments, as well as on ecosystems and habitats. In the present experimental study, the attenuation of regular waves propagating in a channel through flexible vegetation is investigated. Specifically, artificial plants mimicking Spartina maritima are considered. Different plant densities and arrangements are tested, as well as different submergence ratios. Measurements of wave characteristics by six wave gauges, distributed all along the vegetated stretch, allow us to estimate the wave energy dissipation. The flow resistance opposed by vegetation is inferred by considering that drag and dissipation coefficients are strictly related. The submergence ratio and the stem density, rather than the wave characteristics, affect the drag coefficient the most. A comparison with the results obtained in the case when the same vegetation is placed in a uniform flow is also shown. It confirms that the drag coefficient for the canopy is lower than for an isolated cylinder, even if the reduction is not affected by the stem density, underlining that flow unsteadiness might be crucial in the process of dissipation. Full article
(This article belongs to the Special Issue Turbulence in River and Maritime Hydraulics)
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9 pages, 14992 KiB  
Article
The Effect of Particle Size on Sediment Accumulation in Permeable Pavements
by Kelly Diane Hill 1,2 and Simon Beecham 2,*
1 Water Research Australia, GPO Box 1751, Adelaide, SA 5001, Australia
2 Natural and Built Environments Research Centre, University of South Australia, Mawson Lakes, SA 5095, Australia
Water 2018, 10(4), 403; https://doi.org/10.3390/w10040403 - 29 Mar 2018
Cited by 8 | Viewed by 6277
Abstract
This paper investigates the sediment retention behaviour of laboratory-based permeable pavements using mono-sized sediments that were representative of the sizes typically found in urban stormwater. The sediments were applied in two cycles, namely in order of increasing and decreasing size. The results indicated [...] Read more.
This paper investigates the sediment retention behaviour of laboratory-based permeable pavements using mono-sized sediments that were representative of the sizes typically found in urban stormwater. The sediments were applied in two cycles, namely in order of increasing and decreasing size. The results indicated that most of the sediment accumulation could be attributed to the depth of the pavement and the material used in the joint and bedding aggregates. Most of the sediment was retained in the bedding and surface layers, and little difference to the retention was made by the incorporation of a basecourse layer. When the mono-sized sediments were added in decreasing size order with the coarsest sediments applied first, the overall rate of retention increased. Full article
(This article belongs to the Special Issue Permeable Pavements and Their Role in Sustainable Urban Development)
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21 pages, 4534 KiB  
Article
Nanoscopic Zero-Valent Iron Supported on MgO for Lead Removal from Waters
by Alessio Siciliano * and Carlo Limonti
Department of Environmental and Chemical Engineering, University of Calabria, 87036 Rende (CS), Italy
Water 2018, 10(4), 404; https://doi.org/10.3390/w10040404 - 29 Mar 2018
Cited by 12 | Viewed by 3332
Abstract
Lead is one of the most toxic heavy metals that can create a severe risk to water ecosystem health. Zero-valent iron is an effective material for Pb2+ removal treatments. In particular, nanoscopic zero-valent iron (nZVI) particles are characterized by high reaction rates; [...] Read more.
Lead is one of the most toxic heavy metals that can create a severe risk to water ecosystem health. Zero-valent iron is an effective material for Pb2+ removal treatments. In particular, nanoscopic zero-valent iron (nZVI) particles are characterized by high reaction rates; nevertheless, their utilization in water and groundwater remediation techniques requires further investigations. Indeed, it is necessary to define effective methods able to avoid the drawbacks due to the aggregation tendency of nanoparticles and their potential uncontrolled transport in groundwater. In this work, nZVI was supported on magnesium oxide grains (MgO_nZVI) to synthesize an alternative material for lead removal from aqueous solutions. Many experiments were conducted under several operating conditions in order to analyze the effectiveness of the produced material in Pb2+ abatement. The performance of MgO_nZVI was also compared with those detected using commercial microscopic Fe0 (mZVI) as a reactive material. The experimental findings showed a much greater reactivity of the supported nanoscopic iron particles. By means of a kinetic analysis of batch tests results, it was verified that, both for MgO_nZVI and mZVI, the lead abatement follows a pseudo-second-order kinetic law. The reaction rates were affected by the initial pH of the treatment solution and by the ratio between the Fe0 amount and initial lead concentration. The efficiency of MgO_nZVI in a continuous test was steadily around 97.5% for about 1000 exchanged pore volumes (PV) of reactive material, while by using mZVI, the lead removal was approximately 88% for about 600 PV. X-ray diffraction (XRD) and energy-dispersive spectroscopy EDS analyses suggested the formation of typical iron corrosion products and the presence of metallic lead Pb0 and Pb2+ compounds on exhausted materials. Full article
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17 pages, 6767 KiB  
Article
Crop Evapotranspiration, Irrigation Water Requirement and Water Productivity of Maize from Meteorological Data under Semiarid Climate
by Koffi Djaman 1,*, Michael O’Neill 1, Curtis K. Owen 1, Daniel Smeal 1, Komlan Koudahe 2, Margaret West 1, Samuel Allen 1, Kevin Lombard 1 and Suat Irmak 3
1 Department of Plant and Environmental Sciences, New Mexico State University, Agricultural Science Center at Farmington, P.O. Box 1018, Farmington, NM 87499, USA
2 ADA Consulting Africa, 07 BP 14284 Lomé, Togo
3 Department of Biological Systems Engineering, University of Nebraska-Lincoln, Lincoln, NE 68583-0726, USA
Water 2018, 10(4), 405; https://doi.org/10.3390/w10040405 - 30 Mar 2018
Cited by 73 | Viewed by 11454
Abstract
Under the semiarid climate of the Southwest United States, accurate estimation of crop water use is important for water management and planning under conservation agriculture. The objectives of this study were to estimate maize water use and water productivity in the Four Corners [...] Read more.
Under the semiarid climate of the Southwest United States, accurate estimation of crop water use is important for water management and planning under conservation agriculture. The objectives of this study were to estimate maize water use and water productivity in the Four Corners region of New Mexico. Maize was grown under full irrigation during the 2011, 2012, 2013, 2014 and 2017 seasons at the Agricultural Science Center at Farmington (NM). Seasonal amounts of applied irrigation varied from 576.6 to 1051.6 mm and averaged 837.7 mm and the total water supply varied from 693.4 to 1140.5 mm. Maize actual evapotranspiration was estimated using locally developed crop coefficient curve and the tabulated United Nations Food and Agriculture Organization (FAO) crop coefficients, and from this maize water productivity was determined. Maize actual daily evapotranspiration (ETa) varied from 0.23 to 10.2 mm and the seasonal ETa varied with year and ranged from 634.2 to 697.7 mm averaging 665.3 mm by the local Kc curve, from 687.3 to 739.3 mm averaging 717.8 mm by the non-adjusted FAO Kc values, and from 715.8 to 779.6 mm averaging 754.9 mm with the FAO adjusted Kc values. Maize irrigation requirements varied from 758.4 to 848.3 mm and averaged 800.2 mm using the local developed Kc and varied from 835.5 to 935.6 mm and averaged 912.2 mm using FAO Kc. The net irrigation requirement varied from 606.8 to 678.6 using local Kc curve, and from 682.78 to 748.5 mm when adopting the FAO Kc values. Average irrigation requirement was 641 mm under the local Kc option and 730 mm under FAO Kc values option. Maize crop water use efficiency (CWUE) ranged from 1.3 to 1.9 kg/m3 and averaged 1.53 kg/m3, evapotranspiration water use efficiency (ETWUE) values were higher than CWUE and varied from 2.0 to 2.3 kg/m3, averaging 2.1 kg/m3. Maize irrigation water use efficiency (IWUE) was varied with years and averaged 1.74 kg/m3. There were strong relationships between maize CWUE and maize seasonal irrigation amounts of IWUE and the seasonal irrigation amounts with R2 of 0.97 and 0.92, respectively. Maize CWUE increased linearly with maize IWUE with a coefficient of determination R2 of 0.99, while IWUE showed a strong quadratic relationship with ETWUE (R2 = 0.94). The results of this study can be used as a guideline for maize water management under the semiarid conditions in northwestern New Mexico and other locations with similar climate and management conditions. Irrigation requirements for maize should be adjusted to the local meteorological conditions for optimizing maize irrigation requirement and improving maize water productivity. Full article
(This article belongs to the Section Water Use and Scarcity)
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15 pages, 7458 KiB  
Article
Assessment of Aesthetic Quality on Soil and Water Conservation Engineering Using the Scenic Beauty Estimation Method
by Szu-Hsien Peng 1,* and Ke-Tsung Han 2
1 Department of Spatial Design, Chienkuo Technology University, Changhua City 500, Taiwan
2 Department of Landscape Architecture, National Chin-Yi University of Technology, Taichung 41170, Taiwan
Water 2018, 10(4), 407; https://doi.org/10.3390/w10040407 - 30 Mar 2018
Cited by 19 | Viewed by 5163
Abstract
Taiwan has rich natural landscapes, but the sensitive geology and concentrated rainfall have resulted in frequent sediment hazards. Thus, various stream control works are established in watersheds to secure midstream and downstream citizens’ lives and properties. Taking care of slope safety and natural [...] Read more.
Taiwan has rich natural landscapes, but the sensitive geology and concentrated rainfall have resulted in frequent sediment hazards. Thus, various stream control works are established in watersheds to secure midstream and downstream citizens’ lives and properties. Taking care of slope safety and natural landscapes has become a primary issue for soil and water conservation engineering. The scenic preference beauty estimation method (SBE) in psychophysics, which was proposed by Daniel and Boster in 1976, is utilized herein to evaluate the scenic aesthetics of stream control engineering in watersheds. It aims to discuss various landscape factors (water body, vegetation) in the aesthetic preference and differences of various artificial structures in a watershed under people’s psychology. First, pictures and images related to soil and water conservation engineering are collected, and an in-situ investigation is performed to determine the pictures and images for discussion and design of the relevant questionnaire. The scenic aesthetics evaluation results are standardized with RMRATE, a computer program for analyzing rating judgments, of the United States Department of Agriculture, and then transformed into SBE values to compare the difference of various engineering structures in scenic aesthetics. The results reveal that flowing waterscape elements and the coverage of vegetation on the surrounding artificial structure volume in images present positive effects on the public overall scenic aesthetics. This study is expected to provide engineering designers with reference for considering a design integrating engineering structure with natural landscapes. Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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20 pages, 11178 KiB  
Article
Groundwater Governance in the Azores Archipelago (Portugal): Valuing and Protecting a Strategic Resource in Small Islands
by J. Virgílio Cruz * and Nuno Soares
IVAR—Research Institute for Volcanology and Risk Assessment and Department of Geosciences, Faculty of Sciences and Technology, University of the Azores, 9500-321 Ponta Delgada, Portugal
Water 2018, 10(4), 408; https://doi.org/10.3390/w10040408 - 31 Mar 2018
Cited by 11 | Viewed by 5648
Abstract
Studies on groundwater governance status at EU national and river basin district levels are rare, hindering lessons learned at each administrative scale to be shared. Groundwater is a common-pool resource of strategic significance in the Azores archipelago (Portugal), thus calling for sustainable development. [...] Read more.
Studies on groundwater governance status at EU national and river basin district levels are rare, hindering lessons learned at each administrative scale to be shared. Groundwater is a common-pool resource of strategic significance in the Azores archipelago (Portugal), thus calling for sustainable development. Groundwater governance emerged in the last decades as a path to sustainable resources management, and the present paper characterizes the current status of governance in the Azores, where management is pursued according to a vertically-integrated system. A survey made among 43 specialists showed that despite the instrumental role of groundwater for water supply there is a need to increase awareness on groundwater valuing and protection. The application of benchmark criteria to evaluate the groundwater governance state-of-art shows that technical capacities are diminishing governance effectiveness due to the lack of quantitative data, and further enforcing of the groundwater legal framework to the specificities of the Azores is needed. The empowerment of the government agency being responsible for the groundwater management is also envisaged. The failure to account for the economic dimension of the groundwater governance, the insufficient development of cross-sectorial approaches, and the unsuccessful public participation are other weaknesses on the groundwater governance in the Azores. Full article
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19 pages, 27274 KiB  
Article
Spatial Downscaling of Satellite Precipitation Data in Humid Tropics Using a Site-Specific Seasonal Coefficient
by Mohd. Rizaludin Mahmud 1,2,*, Mazlan Hashim 1,2, Hiroshi Matsuyama 3, Shinya Numata 3 and Tetsuro Hosaka 4
1 Geoscience and Digital Earth Centre, Research Institute of Sustainability and Environment, Universiti Teknologi Malaysia, Skudai, Johor Bharu 81310, Malaysia
2 Department of Geoinformation, Faculty of Geoinformation & Real Estate, Universiti Teknologi Malaysia, Skudai, Johor Bharu 81310, Malaysia
3 Faculty of Urban Environmental Sciences, Tokyo Metropolitan University, 1-1 Minami Osawa, Hachioji, Tokyo 192-0397, Japan
4 Graduate School for International Development and Cooperation, Hiroshima University, 1-5-1 Kagamiyama, Higashihiroshima 739-8529, Japan
Water 2018, 10(4), 409; https://doi.org/10.3390/w10040409 - 31 Mar 2018
Cited by 15 | Viewed by 6312
Abstract
This paper described the development of a spatial downscaling algorithm to produce finer grid resolution for satellite precipitation data (0.05°) in humid tropics. The grid resolution provided by satellite precipitation data (>0.25°) was unsuitable for practical hydrology and meteorology applications in the high [...] Read more.
This paper described the development of a spatial downscaling algorithm to produce finer grid resolution for satellite precipitation data (0.05°) in humid tropics. The grid resolution provided by satellite precipitation data (>0.25°) was unsuitable for practical hydrology and meteorology applications in the high hydrometeorological dynamics of Southeast Asia. Many downscaling algorithms have been developed based on significant seasonal relationships, without vegetation and climate conditions, which were inapplicable in humid, equatorial, and tropical regions. Therefore, we exploited the potential of the low variability of rainfall and monsoon characteristics (period, location, and intensity) on a local scale, as a proxy to downscale the satellite precipitation grid and its corresponding rainfall estimates. This study hypothesized that the ratio between the satellite precipitation and ground rainfall in the low-variance spatial rainfall pattern and seasonality region of humid tropics can be used as a coefficient (constant value) to spatially downscale future satellite precipitation datasets. The spatial downscaling process has two major phases: the first is the derivation of the high-resolution coefficient (0.05°), and the second is applying the coefficient to produce the high-resolution precipitation map. The first phase utilized the long-term bias records (1998–2008) between the high-resolution areal precipitation (0.05°) that was derived from dense network of ground precipitation data and re-gridded satellite precipitation data (0.05°) from the Tropical Rainfall Measuring Mission (TRMM) to produce the site-specific coefficient (SSC) for each individual pixel. The outcome of the spatial downscaling process managed to produce a higher resolution of the TRMM data from 0.25° to 0.05° with a lower bias (average: 18%). The trade-off for the process was a small decline in the correlation between TRMM and ground rainfall. Our results indicate that the SSC downscaled method can be used to spatially downscale satellite precipitation data in humid, tropical regions, where the seasonal rainfall is consistent. Full article
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15 pages, 54446 KiB  
Article
Spatiotemporal Variations of Precipitation in the Southern Part of the Heihe River Basin (China), 1984–2014
by Xuezhen Zhang 1,2,*, Pei Li 3 and Deshuai Li 4
1 Key Laboratory of Land Surface Pattern and Simulation, Institute of Geographical Sciences and Natural Resources Research, Chinese Academy of Sciences, Beijing 100101, China
2 College of Resources and Environment, University of the Chinese Academy of Sciences, Beijing 100049, China
3 Unit 95810 of PLA, Beijing 100010, China
4 Unit 93995 of PLA, Xi’an 710300, Shanxi, China
Water 2018, 10(4), 410; https://doi.org/10.3390/w10040410 - 01 Apr 2018
Cited by 8 | Viewed by 2877
Abstract
Local precipitation variations in the context of global warming are a hot topic in the climate change research community. Using daily precipitation data spanning from 1984 to 2014 from 25 meteorological stations, the spatiotemporal variations of precipitation were analyzed for the southern part [...] Read more.
Local precipitation variations in the context of global warming are a hot topic in the climate change research community. Using daily precipitation data spanning from 1984 to 2014 from 25 meteorological stations, the spatiotemporal variations of precipitation were analyzed for the southern part of Heihe River Basin (HRB), which is the second-largest inland river basin in Northwest China. Linear trend analysis, empirical orthogonal function (EOF) analysis, the Mann–Kendall test, and the moving t-test were employed in the study. Results showed that the regional annual precipitation exhibited an increasing trend with a slope of 13.1 mm per decade from 1984 to 2014. The increasing trend was detected at 21 sites and the first EOF illustrating the regional increasing trend explained 51.8% of the total variance. The increasing trend of annual precipitation was mainly due to an increase in autumn precipitation, while summer precipitation exhibited a weak declining trend and spring–winter precipitation remained unchanged. Moreover, the increasing precipitation trend was mainly caused by an abrupt increase around 1997, when the global warming hiatus occurred. Through 1997, the atmospheric circulation and physical structure, such as vertical upward motion, vapor transmission, and its convergence changed to be more favorable for precipitation in autumn, but unfavorable for precipitation in summer in the HRB. Full article
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20 pages, 8695 KiB  
Article
An Analysis of the Potential Impact of Climate Change on the Structural Reliability of Drinking Water Pipes in Cold Climate Regions
by Stian Bruaset * and Sveinung Sægrov
Norwegian University of Science and Technology, Trondheim 7491, Norway
Water 2018, 10(4), 411; https://doi.org/10.3390/w10040411 - 01 Apr 2018
Cited by 25 | Viewed by 4485
Abstract
The climate is changing worldwide. For the northern hemisphere there are distinct challenges related to climate change. It is expected that temperature on a general basis will increase within the next 100 years, and that the increase will be most severe during winter [...] Read more.
The climate is changing worldwide. For the northern hemisphere there are distinct challenges related to climate change. It is expected that temperature on a general basis will increase within the next 100 years, and that the increase will be most severe during winter months. The literature shows a correlation between temperature and failures. This correlation is most evident for smaller grey cast iron pipes, and for pipes which is constructed in trenches vulnerable to frost heave. A comprehensive amount of failure data (over 25,000 failures) has been gathered from Norwegian cities in order to quantify the correlation between temperatures and failure rates. The analysis supports the findings in the literature, by establishing a statistical significant correlation, which states that failure rates increase with falling temperatures. At the same time, the expected increase in future temperatures has been used to analyze the impact on failure rates within 2070. The results show that the increasing temperatures will have a positive effect on failure rates. It can be expected that failure rates will be reduced by 2.7% to 7.2% within 2070, depending on the climate scenario. Full article
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21 pages, 19619 KiB  
Article
Towards Improving the Efficiency of Bayesian Model Averaging Analysis for Flow in Porous Media via the Probabilistic Collocation Method
by Liang Xue 1,2, Cheng Dai 3,*, Yujuan Wu 1,2 and Lei Wang 4
1 State Key Laboratory of Petroleum Resources and Prospecting, China University of Petroleum, Beijing 102249, China
2 Department of Oil-Gas Field Development Engineering, College of Petroleum Engineering, China University of Petroleum, Beijing 102249, China
3 State Key Laboratory of Shale Oil and Gas Enrichment Mechanisms and Effective Development, SINOPEC Group, Beijing 050021, China
4 BIC-ESAT, College of Engineering, Peking University, Beijing 100083, China
Water 2018, 10(4), 412; https://doi.org/10.3390/w10040412 - 01 Apr 2018
Cited by 7 | Viewed by 2999
Abstract
The characterization of flow in subsurface porous media is associated with high uncertainty. To better quantify the uncertainty of groundwater systems, it is necessary to consider the model uncertainty. Multi-model uncertainty analysis can be performed in the Bayesian model averaging (BMA) framework. However, [...] Read more.
The characterization of flow in subsurface porous media is associated with high uncertainty. To better quantify the uncertainty of groundwater systems, it is necessary to consider the model uncertainty. Multi-model uncertainty analysis can be performed in the Bayesian model averaging (BMA) framework. However, the BMA analysis via Monte Carlo method is time consuming because it requires many forward model evaluations. A computationally efficient BMA analysis framework is proposed by using the probabilistic collocation method to construct a response surface model, where the log hydraulic conductivity field and hydraulic head are expanded into polynomials through Karhunen–Loeve and polynomial chaos methods. A synthetic test is designed to validate the proposed response surface analysis method. The results show that the posterior model weight and the key statistics in BMA framework can be accurately estimated. The relative errors of mean and total variance in the BMA analysis results are just approximately 0.013% and 1.18%, but the proposed method can be 16 times more computationally efficient than the traditional BMA method. Full article
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15 pages, 3433 KiB  
Article
Quantitative Microbial Risk Analysis for Various Bacterial Exposure Scenarios Involving Greywater Reuse for Irrigation
by Allison Busgang 1, Eran Friedler 2, Yael Gilboa 2 and Amit Gross 1,*
1 Zuckerberg Institute for Water Research, Blaustein Institutes for Desert Research, Ben Gurion University of the Negev, Sede Boqer Campus, Midreshet Ben Gurion 84990, Israel
2 Faculty of Civil & Environmental Engineering, Technion—Israel Institute of Technology, Haifa 3200003, Israel
Water 2018, 10(4), 413; https://doi.org/10.3390/w10040413 - 02 Apr 2018
Cited by 33 | Viewed by 5831
Abstract
Greywater reuse can significantly reduce domestic water consumption. While the benefits are promising, risks are still under debate. Using a quantitative microbial risk-assessment model, we assessed the health risks associated with greywater reuse. The pathogens Salmonella enterica, Shigella spp., and Staphylococcus aureus [...] Read more.
Greywater reuse can significantly reduce domestic water consumption. While the benefits are promising, risks are still under debate. Using a quantitative microbial risk-assessment model, we assessed the health risks associated with greywater reuse. The pathogens Salmonella enterica, Shigella spp., and Staphylococcus aureus were evaluated due to their possible prevalence in greywater and limited information regarding their potential risk with relation to greywater reuse for irrigation. Various exposure scenarios were investigated. Monte Carlo simulation was used and results were compared to the maximum “acceptable” limit of 10−6 disability-adjusted life years (DALY) set by the World Health Organization. Safe reuse was met for all worst-case exposure scenarios for Staphylococcus aureus, Salmonella enterica and Shigella spp. If their concentrations were kept below 10,000, 50 and 5 cfu/100 mL, respectively. For the best-practice (more realistic) scenarios, safe reuse was met for Staphylococcus aureus if its concentration was kept below 106 cfu/100 mL. Salmonella enterica met the safe reuse requirements if a maximum concentration of 500 cfu/100 mL was maintained and Shigella spp. if a maximum concentration was lower than 5 cfu/100 mL. Based on reported concentrations of these bacteria in greywater, proper treatment and disinfection are recommended. Full article
(This article belongs to the Special Issue Development of Alternative Water Sources in the Urban Sector)
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12 pages, 33127 KiB  
Article
A Methodology for Measuring Microplastic Transport in Large or Medium Rivers
by Marcel Liedermann 1,*, Philipp Gmeiner 1, Sebastian Pessenlehner 2, Marlene Haimann 2, Philipp Hohenblum 3 and Helmut Habersack 2
1 Christian Doppler Laboratory for Sediment Research and Management, Institute of Water Management, Hydrology and Hydraulic Engineering, Department of Water—Atmosphere—Environment, University of Natural Resources and Life Sciences, Muthgasse 107, A-1190 Vienna, Austria
2 Institute of Water Management, Hydrology and Hydraulic Engineering, Department of Water—Atmosphere—Environment, University of Natural Resources and Life Sciences, Muthgasse 107, A-1190 Vienna, Austria
3 Environment Agency Austria, Spittelauer Laende 5, 1090 Vienna, Austria
Water 2018, 10(4), 414; https://doi.org/10.3390/w10040414 - 02 Apr 2018
Cited by 73 | Viewed by 13640
Abstract
Plastic waste as a persistent contaminant of our environment is a matter of increasing concern due to the largely unknown long-term effects on biota. Although freshwater systems are known to be the transport paths of plastic debris to the ocean, most research has [...] Read more.
Plastic waste as a persistent contaminant of our environment is a matter of increasing concern due to the largely unknown long-term effects on biota. Although freshwater systems are known to be the transport paths of plastic debris to the ocean, most research has been focused on marine environments. In recent years, freshwater studies have advanced rapidly, but they rarely address the spatial distribution of plastic debris in the water column. A methodology for measuring microplastic transport at various depths that is applicable to medium and large rivers is needed. We present a new methodology offering the possibility of measuring microplastic transport at different depths of verticals that are distributed within a profile. The net-based device is robust and can be applied at high flow velocities and discharges. Nets with different sizes (41 µm, 250 µm, and 500 µm) are exposed in three different depths of the water column. The methodology was tested in the Austrian Danube River, showing a high heterogeneity of microplastic concentrations within one cross section. Due to turbulent mixing, the different densities of the polymers, aggregation, and the growth of biofilms, plastic transport cannot be limited to the surface layer of a river, and must be examined within the whole water column as for suspended sediments. These results imply that multipoint measurements are required for obtaining the spatial distribution of plastic concentration and are therefore a prerequisite for calculating the passing transport. The analysis of filtration efficiency and side-by-side measurements with different mesh sizes showed that 500 µm nets led to optimal results. Full article
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20 pages, 3556 KiB  
Article
Planning Water Resources in an Agroforest Ecosystem for Improvement of Regional Ecological Function Under Uncertainties
by Xueting Zeng 1,*, Cong Chen 2, Yinan Sheng 1, Chunjiang An 3, Xiangming Kong 4, Shan Zhao 5 and Guohe Huang 6
1 School of Labor Economics, Capital University of Economics and Business, Beijing 100072, China
2 Donlinks School of Economics and Management, University of Science and Technology Beijing, Beijing 100083, China
3 Department of Building, Civil and Environment Engineering, Concordia University, Montreal, QC H3G 1M8, Canada
4 Fundamental College, Beijing Polytechnic, Beijing 100176, China
5 Shandong Key Laboratory of Water Pollution Control and Resource Reuse, School of Environment Science and Engineering, Shandong University, Jinan 250100, China
6 Faculty of Engineering, University of Regina, Regina, SK S4S 0A2, Canada
Water 2018, 10(4), 415; https://doi.org/10.3390/w10040415 - 02 Apr 2018
Cited by 4 | Viewed by 2861
Abstract
In this study, an agroforestry ecosystem project (AEP) is developed for confronting the conflict between agricultural development and forest protection. A fuzzy stochastic programming with Laplace scenario analysis (FSL) is proposed for planning water resources in an AEP issue under uncertainties. FSL can [...] Read more.
In this study, an agroforestry ecosystem project (AEP) is developed for confronting the conflict between agricultural development and forest protection. A fuzzy stochastic programming with Laplace scenario analysis (FSL) is proposed for planning water resources in an AEP issue under uncertainties. FSL can not only deal with spatial and temporal variations of hydrologic elements and meteorological conditions; but also handle uncertainties that are expressed in terms of probability, possibility distributions and fuzzy sets; meanwhile, policy scenario analysis with Laplace’s criterion (PSL) is introduced to handle probability of each scenario occurrence under the supposition of no data available. The developed FSL can be applied to an AEP issue in Xixian county, located in north of China. The result of ecological effects, water allocation patterns, pollution mitigation schemes and system benefits under various scenarios are obtained, which can support policymakers adjusting current strategy to improve regional ecological function with cost-effective and sustainable manners. Meanwhile, it can support generating a robust water plan for regional sustainability in an AEP issue under uncertainties. Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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15 pages, 42147 KiB  
Article
A Hybrid Model for Annual Runoff Time Series Forecasting Using Elman Neural Network with Ensemble Empirical Mode Decomposition
by Xike Zhang 1,2, Qiuwen Zhang 1,*, Gui Zhang 3,*, Zhiping Nie 2 and Zifan Gui 4
1 School of Hydropower and Information Engineering, Huazhong University of Science and Technology, Wuhan 430074, China
2 School of Municipal and Mapping Engineering, Hunan City University, Yiyang 413000, China
3 Key Laboratory for Digital Dongting Lake basin of Hunan Province, Central South University of Forestry and Technology, Changsha 410004, China
4 Shenzhen Garden Management Center, Shenzhen 518000, China
Water 2018, 10(4), 416; https://doi.org/10.3390/w10040416 - 02 Apr 2018
Cited by 48 | Viewed by 4698
Abstract
Because of the complex nonstationary and nonlinear characteristics of annual runoff time series, it is difficult to achieve good prediction accuracy. In this paper, ensemble empirical mode decomposition (EEMD) coupled with Elman neural network (ENN)—namely the EEMD-ENN model—is proposed to reduce the difficulty [...] Read more.
Because of the complex nonstationary and nonlinear characteristics of annual runoff time series, it is difficult to achieve good prediction accuracy. In this paper, ensemble empirical mode decomposition (EEMD) coupled with Elman neural network (ENN)—namely the EEMD-ENN model—is proposed to reduce the difficulty of modeling and to improve prediction accuracy. The annual runoff time series from four hydrological stations in the lower reaches of the four main rivers in the Dongting Lake basin, and one at the outlet of the lake, are used as a case study to test this new hybrid model. First, the nonstationary and nonlinear original annual runoff time series are decomposed to several relatively stable intrinsic mode functions (IMFs) by using EEMD. Then, each IMF is predicted by using ENN. Next, the predicted results of each IMF are aggregated as the final prediction results for the original annual runoff time series. Finally, five statistical indices are adopted to measure the performance of the proposed hybrid model compared with a back propagation (BP) neural network, EEMD-BP, and ENN models—mean absolute error (MAE), mean absolute percentage error (MAPE), root mean square error (RMSE), Pearson correlation coefficient (R) and Nash–Sutcliffe coefficient of efficiency (NSCE). The performance comparison results show that the proposed hybrid model performs better than the BP, EEMD-BP or ENN models. In short, the developed hybrid model can provide a significant improvement in annual runoff time series forecasting. Full article
(This article belongs to the Section Hydrology)
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17 pages, 2520 KiB  
Article
The Suitability of Pozzolan as Admixing Aggregate for Fe0-Based Filters
by Arnaud Igor Ndé-Tchoupé 1, Suzanne Makota 1, Achille Nassi 1, Rui Hu 2 and Chicgoua Noubactep 3,4,*
1 Department of Chemistry, Faculty of Sciences, University of Douala, Douala BP 24157, Cameroon
2 School of Earth Science and Engineering, Hohai University, Fo Cheng Xi Road 8, Nanjing 211100, China
3 Department of Applied Geology, University of Göttingen, Goldschmidtstraße 3, Göttingen D-37077, Germany
4 Department of Water and Environmental Science and Engineering, Nelson Mandela African Institution of Science and Technology, Arusha 447, Tanzania
Water 2018, 10(4), 417; https://doi.org/10.3390/w10040417 - 02 Apr 2018
Cited by 16 | Viewed by 2791
Abstract
Continuous gravity-fed column experiments using the methylene blue (MB) discoloration method were performed to characterize the suitability of a pozzolan (PZ) specimen as alternative admixing aggregate for metallic iron filters (Fe0-filters). Investigated systems were: (i) pure sand, (ii) pure PZ, (iii) [...] Read more.
Continuous gravity-fed column experiments using the methylene blue (MB) discoloration method were performed to characterize the suitability of a pozzolan (PZ) specimen as alternative admixing aggregate for metallic iron filters (Fe0-filters). Investigated systems were: (i) pure sand, (ii) pure PZ, (iii) pure Fe0, (iv) Fe0/sand, (v) Fe0/PZ, and (vi) Fe0/sand/PZ. The volumetric proportion of Fe0 was 25%. The volumetric proportions of the Fe0/sand/PZ system was 25/45/30. The initial MB concentration was 2.0 mg·L−1, 6.0 g of Fe0 was used, and the experiments lasted for 46 days. The individual systems were fed with 3.9 to 8.4 L (7.80 to 16.69 mg of MB) and were characterized by the time-dependent changes of: (i) the pH value, (ii) the iron breakthrough, (iii) the MB breakthrough, and (iv) the hydraulic conductivity. Results showed that the Fe0/sand/PZ system was the most efficient. This ternary system was also the most permeable and therefore the most sustainable. The suitability of MB as a powerful operative indicator for the characterization of processes in the Fe0/H2O system was confirmed. The tested PZ is recommended as an alternative material for efficient but sustainable Fe0 filters. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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13 pages, 15587 KiB  
Article
Removal of Sb(III) and Sb(V) by Ferric Chloride Coagulation: Implications of Fe Solubility
by Muhammad Ali Inam 1, Rizwan Khan 1, Du Ri Park 1, Yong-Woo Lee 2 and Ick Tae Yeom 1,*
1 Graduate School of Water Resources, Sungkyunkwan University (SKKU) 2066, Suwon 16419, Korea
2 Department of Chemical and Molecular Engineering, Hanyang University, Ansan 15588, Korea
Water 2018, 10(4), 418; https://doi.org/10.3390/w10040418 - 03 Apr 2018
Cited by 47 | Viewed by 7009
Abstract
Coagulation and precipitation appear to be the most efficient and economical methods for the removal of antimony from aqueous solution. In this study, antimony removal from synthetic water and Fe solubility with ferric chloride (FC) coagulation has been investigated. The effects of pH, [...] Read more.
Coagulation and precipitation appear to be the most efficient and economical methods for the removal of antimony from aqueous solution. In this study, antimony removal from synthetic water and Fe solubility with ferric chloride (FC) coagulation has been investigated. The effects of pH, FC dosage, initial antimony loading and mixed Sb(III), Sb(V) proportions on Fe solubility and antimony removal were studied. The results showed that the Sb(III) removal efficiency increased with the increase of solution pH particularly due to an increase in Fe precipitation. The Sb(V) removal was influenced by the solution pH due to a change in Fe solubility. However, the Fe solubility was only impaired by the Sb(III) species at optimum pH 7. The removal efficiencies of both Sb species were enhanced with an increase in FC dose. The quantitative analysis of the isotherm study revealed the strong adsorption potential of Sb(III) on Fe precipitates as compared to Sb(V). Furthermore, the removal behavior of antimony was inhibited in mixed proportion with high Sb(V) fraction. In conclusion, this study contributes to better understanding the fate of Sb species, their mobilities, and comparative removal behavior, with implications for Fe solubility using ferric chloride in different aqueous environments. Full article
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15 pages, 10468 KiB  
Article
A Comparative Assessment of Variable Selection Methods in Urban Water Demand Forecasting
by Md Mahmudul Haque 1, Ataur Rahman 1,*, Dharma Hagare 1 and Rezaul Kabir Chowdhury 2
1 School of Computing, Engineering and Mathematics, Western Sydney University, Second Avenue, Kingswood, NSW 2751, Australia
2 School of Civil Engineering and Surveying, University of Southern Queensland, West St, Toowoomba, QLD 4350, Australia
Water 2018, 10(4), 419; https://doi.org/10.3390/w10040419 - 03 Apr 2018
Cited by 41 | Viewed by 4977
Abstract
Urban water demand is influenced by a variety of factors such as climate change, population growth, socio-economic conditions and policy issues. These variables are often correlated with each other, which may create a problem in building appropriate water demand forecasting model. Therefore, selection [...] Read more.
Urban water demand is influenced by a variety of factors such as climate change, population growth, socio-economic conditions and policy issues. These variables are often correlated with each other, which may create a problem in building appropriate water demand forecasting model. Therefore, selection of the appropriate predictor variables is important for accurate prediction of future water demand. In this study, seven variable selection methods in the context of multiple linear regression analysis were examined in selecting the optimal predictor variable set for long-term residential water demand forecasting model development. These methods were (i) stepwise selection, (ii) backward elimination, (iii) forward selection, (iv) best model with residual mean square error criteria, (v) best model with the Akaike information criterion, (vi) best model with Mallow’s Cp criterion and (vii) principal component analysis (PCA). The results showed that different variable selection methods produced different multiple linear regression models with different sets of predictor variables. Moreover, the selection methods (i)–(vi) showed some irrational relationships between the water demand and the predictor variables due to the presence of a high degree of correlations among the predictor variables, whereas PCA showed promising results in avoiding these irrational behaviours and minimising multicollinearity problems. Full article
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21 pages, 13579 KiB  
Article
Assessing Near Surface Hydrologic Processes and Plant Response over a 1600 m Mountain Valley Gradient in the Great Basin, NV, U.S.A.
by Dale Devitt 1,*, Brian Bird 1, Brad Lyles 2, Lynn Fenstermaker 3, Richard Jasoni 2, Scotty Strachan 4, Jay Arnone lll 2, Franco Biondi 5, Scott Mensing 4 and Laurel Saito 6
1 School of Life Sciences, University of Nevada Las Vegas, Las Vegas, NV 89154, USA
2 Desert Research Institute, Reno, NV 89512, USA
3 Desert Research Institute, Las Vegas, NV 89119, USA
4 Department of Geography, University of Nevada Reno, NV 89557, USA
5 Department of Natural Resources and Environmental Science, University of Nevada Reno, NV 89557, USA
6 The Nature Conservancy, Reno, NV 89501, USA
Water 2018, 10(4), 420; https://doi.org/10.3390/w10040420 - 03 Apr 2018
Cited by 8 | Viewed by 6081
Abstract
This study investigated near surface hydrologic processes and plant response over a 1600 m mountain-valley gradient located in the Great Basin of North America (Nevada, U.S.A.) as part of a long-term climate assessment study. The goal was to assess shifts in precipitation, soil [...] Read more.
This study investigated near surface hydrologic processes and plant response over a 1600 m mountain-valley gradient located in the Great Basin of North America (Nevada, U.S.A.) as part of a long-term climate assessment study. The goal was to assess shifts in precipitation, soil water status and associated drainage with elevation and how this influenced evapotranspiration and plant cover/health estimated by a satellite-derived Normalized Difference Vegetation Index (NDVI), all to better understand how water is partitioned in a mountain valley system. Data were acquired during a three-year period from meteorological stations located in five plant communities ranging in elevation from 1756 m (salt desert shrubland zone) to 3355 m (subalpine zone). The analysis also included groundwater depths measured at the Salt Desert Shrub West site, mine water flow near the Pinyon-Juniper West site and drainage estimates using drainage flux meters at the four higher elevation sites. Annual precipitation increased with elevation in a linear fashion (R2 = 0.93, p < 0.001) with an average increase of 2.9 cm for every 100 m in elevation. Reference evapotranspiration (ETref) declined in a highly linear fashion with elevation (R2 = 0.95, p < 0.001) with an average 4.0 cm decline for every 100 m rise in elevation. Drainage occurred only at the Montane West and Subalpine West sites and not at the lower elevations. No drainage occurred after Julian day 160. Growing degree days were found to be negatively associated with the time of peak drainage (R2 = 0.97, p < 0.001), the date drainage first occurred (R2 = 0.90, p < 0.001), drainage duration (R2 = 0.79, p < 0.001) and total drainage volume (R2 = 0.59, p < 0.001). It was estimated that 27% of precipitation at the Montane West site (years 1, 2 and 3) and 66 % at the Subalpine West site (40% without year 1) contributed to drainage at the local site level, indicating possible strong recharge contribution from the higher elevation plant communities. Percent vegetation cover and ETref accounted for 94% of the variation in NDVI and 90% of the variation in ET totals when data from all sites were combined. Such data will be extremely valuable to collect and compare over time to assess shifts associated with potential climate warming and/or basin water diversion. Full article
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16 pages, 4101 KiB  
Article
Hydrological Process Simulation of Inland River Watershed: A Case Study of the Heihe River Basin with Multiple Hydrological Models
by Lili Wang 1,*, Zhonggen Wang 1,*, Jingjie Yu 1, Yichi Zhang 1 and Suzhen Dang 2
1 Key Laboratory of Water Cycle and Related Land Surface Processes, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences, Beijing 100101, China
2 Yellow River Institute of Hydraulic Research, Yellow River Conservancy Commission, Zhengzhou 450003, China
Water 2018, 10(4), 421; https://doi.org/10.3390/w10040421 - 03 Apr 2018
Cited by 10 | Viewed by 4190
Abstract
Simulating the hydrological processes of an inland river basin can help provide the scientific guidance to the policies of water allocation among different subbasins and water resource management groups within the subbasins. However, it is difficult to simulate the hydrological processes of an [...] Read more.
Simulating the hydrological processes of an inland river basin can help provide the scientific guidance to the policies of water allocation among different subbasins and water resource management groups within the subbasins. However, it is difficult to simulate the hydrological processes of an inland river basin with hydrological models due to the non-consistent hydrological characteristics of the entire basin. This study presents a solution to this problem with a case study about the hydrological process simulation in an inland river basin in China, Heihe River basin. It is divided into the upper, middle, and lower reaches based on the distinctive hydrological characteristics in the Heihe River basin, and three hydrological models are selected, applied, and tested to simulate the hydrological cycling processes for each reach. The upper reach is the contributing area with the complex runoff generation processes, therefore, the hydrological informatic modeling system (HIMS) is utilized due to its combined runoff generation mechanisms. The middle reach has strong impacts of intensive human activities on the interactions of surface and subsurface flows, so a conceptual water balance model is applied to simulate the water balance process. For the lower reach, as the dissipative area with groundwater dominating the hydrological process, a groundwater modeling system with the embedment of MODFLOW model is applied to simulate the groundwater dynamics. Statistical parameters and water balance analysis prove that the three models have excellent performances in simulating the hydrological process of the three reaches. Therefore, it is an effective way to simulate the hydrological process of inland river basin with multiple hydrological models according to the characteristics of each subbasin. Full article
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9 pages, 723 KiB  
Short Note
Zinc(II) Adsorption by Low-Carbon Shungite: The Effect of pH
by Axel R. Fischer *, Luisa Sgolik, André Kreller and Christina Dornack
Institute of Waste Management and Circular Economy (IAK), Technische Universität Dresden, Pratzschwitzer Str. 15, 01796 Pirna, Germany
Water 2018, 10(4), 422; https://doi.org/10.3390/w10040422 - 03 Apr 2018
Cited by 6 | Viewed by 3672
Abstract
Shungite is a carbonaceous rock which is abundant in Karelia (Russian Federation). Large deposits of shungite with low levels of carbon (approx. 10% C) are also found in Kazakhstan, where it is mined under the trade name Taurit (Koksu Mining Company). Although Taurit [...] Read more.
Shungite is a carbonaceous rock which is abundant in Karelia (Russian Federation). Large deposits of shungite with low levels of carbon (approx. 10% C) are also found in Kazakhstan, where it is mined under the trade name Taurit (Koksu Mining Company). Although Taurit has been reported to be used as an adsorbent for hazardous compounds in water treatment, there is very little precise data about its adsorption capacity or the compounds adsorbed. In this study, the ability of Taurit to adsorb Zn(II) was investigated and Freundlich isotherms were determined for both distilled water and tap water. Taurit was found to have a high buffer capacity leading to pH values > 7.0 in aqueous solution. Because dissolved zinc precipitates as Zn(OH)2 under alkaline conditions, the pH must be carefully controlled and kept ≤7.0. Despite the small inner surface area (BET) of Taurit (13.4 m2 g−1), Freundlich coefficients for distilled water (Kf = 2.4, n = 4.0) and tap water (Kf = 1.5, n = 2.5) were similar to other adsorbents. Our results indicate that Taurit could provide a cheap alternative to activated carbon since both substances have a similar adsorption capacity (at least for Zn(II)). Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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14 pages, 51313 KiB  
Article
Soil Moisture Investigation Utilizing Machine Learning Approach Based Experimental Data and Landsat5-TM Images: A Case Study in the Mega City Beijing
by Yue Qu 1, Xu Qian 1, Hongqing Song 2,3,*, Yi Xing 3,4,*, Zhengyi Li 2 and Jinqiang Tan 2
1 School of Mechanical Electronic and Information Engineering, China University of Mining and Technology, Beijing 100083, China
2 School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China
3 National & Local Joint Engineering Lab for Big Data Analysis and Computing Technology, Beijing 100190, China
4 School of Energy and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China
Water 2018, 10(4), 423; https://doi.org/10.3390/w10040423 - 04 Apr 2018
Cited by 11 | Viewed by 3616
Abstract
The characteristics of soil moisture content (SMC) distribution in an area are necessarily analyzed for the design and construction of sponge cities. Combining remote sensing data with experimental data, this paper establishes a machine learning model to reveal the characteristics of SMC. Taking [...] Read more.
The characteristics of soil moisture content (SMC) distribution in an area are necessarily analyzed for the design and construction of sponge cities. Combining remote sensing data with experimental data, this paper establishes a machine learning model to reveal the characteristics of SMC. Taking Beijing as an example, the SMC distribution was obtained and the characteristics were analyzed after training and validating. When comparing different machine learning methods, it can be concluded that the support vector classifier (SVC) method trained with remote sensing and grayscale data can achieve the highest accuracy (76.69%). The calculation results show that the districts with the highest and lowest SMC value are Xicheng District (19.94%) and Daxing District (11.04%), respectively, in Beijing. The mean SMC value of Beijing is 15.65%. The SMC distribution characteristic in Beijing shows that the soil in the west and north are relatively wet, while the soil in the east and south are relatively dry. Therefore, it is suggested that the timely monitoring of the SMC of vegetation covered areas at the north and west should be carried out. Water conservation facilities also need to be established with the development of city constructions in the south and east areas. Full article
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20 pages, 23653 KiB  
Article
An Experimental Water Consumption Regression Model for Typical Administrative Buildings in the Czech Republic
by Jan Rucka 1, Jan Holesovsky 2, Tomas Suchacek 1,* and Ladislav Tuhovcak 1
1 Institute of Municipal Water Management, Faculty of Civil Engineering, Brno University of Technology, Zizkova 17, 602 00 Brno, Czech Republic
2 Institute of Mathematics and Descriptive Geometry, Faculty of Civil Engineering, Brno University of Technology, Zizkova 17, 602 00 Brno, Czech Republic
Water 2018, 10(4), 424; https://doi.org/10.3390/w10040424 - 04 Apr 2018
Cited by 3 | Viewed by 3221
Abstract
Pressure management is the basic step of reducing water losses from water supply systems (WSSs). The reduction of direct water losses is reliably achieved by reducing pressure in the WSSs. There is also a slight decrease in water consumption in connected properties. Nevertheless, [...] Read more.
Pressure management is the basic step of reducing water losses from water supply systems (WSSs). The reduction of direct water losses is reliably achieved by reducing pressure in the WSSs. There is also a slight decrease in water consumption in connected properties. Nevertheless, consumption is also affected by other factors, the quantification of which is not trivial. However, there is still a lack of much relevant information to enter into this analysis and subsequent decision making. This article focuses on water consumption and its prediction, using regression models designed for an experiment regarding an administrative building in the Czech Republic (CZ). The variables considered are pressure and climatological factors (temperature and humidity). The effects of these variables on the consumption are separately evaluated, subsequently multidimensional models are discussed with the common inclusion of selected combinations of predictors. Separate evaluation results in a value of the N3 coefficient, according to the FAVAD concept used for prediction of changes in water consumption related to pressure. The statistical inference is based on the maximum likelihood method. The proposed regression models are tested to evaluate their suitability, particularly, the models are compared using a cross-validation procedure. The significance tests for parameters and model reduction are based on asymptotic properties of the likelihood ratio statistics. Pressure is confirmed in each regression model as a significant variable. Full article
(This article belongs to the Special Issue Water Networks Management: New Perspectives)
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17 pages, 29572 KiB  
Article
Analysis of Hydrochemical Characteristics and Three-Dimensional Fluorescence Spectra in the Semi-Arid Ebinur Lake Watershed, Xinjiang, China
by Haiwei Zhang 1,2, Fei Zhang 1,2,* and Jia Song 1,2
1 Key Laboratory of Xinjiang Wisdom City and Environment Modelling, College of Resources and Environment Science, Xinjiang University, Urumqi 830046, China
2 Key Laboratory of Oasis Ecology, Xinjiang University, Urumqi 830046, China
Water 2018, 10(4), 426; https://doi.org/10.3390/w10040426 - 04 Apr 2018
Cited by 7 | Viewed by 3764
Abstract
Hydrochemical characteristics and three-dimensional fluorescence spectra for Lake Ebinur and its major inflow tributaries have been analyzed. The results indicate that Jing and Bortala River ions differ very little. Anions are composed of HCO3 > SO42− > Cl [...] Read more.
Hydrochemical characteristics and three-dimensional fluorescence spectra for Lake Ebinur and its major inflow tributaries have been analyzed. The results indicate that Jing and Bortala River ions differ very little. Anions are composed of HCO3 > SO42− > Cl, while cations have the following composition: Ca2+ > Mg2+ > Na+ > K+. The Jing and Bortala Rivers include mainly SO42− and HCO3 anions; these cations are primarily Ca2+. Hydrochemical components of the Jing and Bortala Rivers are of the HCO3-Ca2+ type. Ion compositions of the Jing and Bortala Rivers are derived primarily from the weathering of rocks. In addition, a parallel factor method (PARAFAC) analysis of three-dimensional fluorescence spectra (EEM) of the Jing and Bortala Rivers shows that all the sampled water bodies contain C1 (260/420 nm) humic organic matter, C2 (240, 240/490 nm), C3 (220/280, 300/450 nm) protein-like C4 (260, 270/530 nm), and humic substances. To further understand characteristics of dissolved organic matter (DOM) components, we base our research on regional standards related to water quality and fluorescence. A fluorescence regional integration (FRI) analysis of the Jing and Bortala Rivers shows that protein organic matter levels are the highest, whereas fulvic acid levels are the lowest. Of the correlation coefficients of hydrochemical factors and fluorescence indices, the biological index (BIX), TDS, HCO3, and K+ are stronger in major inflow tributaries of Ebinur Lake with correlation coefficients of 0.577, 0.708, and 0.764, respectively, at the p < 0.01 significance level; correlations between the humification index (HIX) and HCO3 concentrations amount to 0.568 at the p < 0.05 significance level. Hydrochemical factors and fluorescence indices show the presence of three fitting relationships. While the HIX and HCO3 fitting effect is strongest with a correlation coefficient of 0.789, the second strongest is that of BIX and K+ with a correlation coefficient of 0.814. The results of this work offer scientific support for water quality monitoring and restoration in arid regions of Central Asia. Full article
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17 pages, 15832 KiB  
Article
Multiobjective Optimization Modeling Approach for Multipurpose Single Reservoir Operation
by Iosvany Recio Villa 1, José Bienvenido Martínez Rodríguez 1, José-Luis Molina 2,* and Julio César Pino Tarragó 1
1 Centro de Investigaciones Hidráulicas (CIH), Havana University of Technologies “José Antonio Echeverría” (CUJAE), Calle 114, 11901/Ciclovía y Rotonda, Marianao, La Habana 11901, Cuba
2 Area of Hydraulic Engineering, Land and Cartographic Engineering Department, High Polytechnic School of Avila, University of Salamanca, Av. de los Hornos Caleros, 50, 05003 Ávila, Spain
Water 2018, 10(4), 427; https://doi.org/10.3390/w10040427 - 04 Apr 2018
Cited by 9 | Viewed by 3527
Abstract
The water resources planning and management discipline recognizes the importance of a reservoir’s carryover storage. However, mathematical models for reservoir operation that include carryover storage are scarce. This paper presents a novel multiobjective optimization modeling framework that uses the constraint-ε method and genetic [...] Read more.
The water resources planning and management discipline recognizes the importance of a reservoir’s carryover storage. However, mathematical models for reservoir operation that include carryover storage are scarce. This paper presents a novel multiobjective optimization modeling framework that uses the constraint-ε method and genetic algorithms as optimization techniques for the operation of multipurpose simple reservoirs, including carryover storage. The carryover storage was conceived by modifying Kritsky and Menkel’s method for reservoir design at the operational stage. The main objective function minimizes the cost of the total annual water shortage for irrigation areas connected to a reservoir, while the secondary one maximizes its energy production. The model includes operational constraints for the reservoir, Kritsky and Menkel’s method, irrigation areas, and the hydropower plant. The study is applied to Carlos Manuel de Céspedes reservoir, establishing a 12-month planning horizon and an annual reliability of 75%. The results highly demonstrate the applicability of the model, obtaining monthly releases from the reservoir that include the carryover storage, degree of reservoir inflow regulation, water shortages in irrigation areas, and the energy generated by the hydroelectric plant. The main product is an operational graph that includes zones as well as rule and guide curves, which are used as triggers for long-term reservoir operation. Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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16 pages, 34697 KiB  
Article
Identification of Factors That Influence Energy Performance in Water Distribution System Mains
by Saeed Hashemi *, Yves Filion and Vanessa Speight
Jacobs Engineering, Toronto, ON M2J 1R3, Canada 2 Civil Engineering Department, Queen’s University, Kingston, ON K7L 3N6, Canada
Water 2018, 10(4), 428; https://doi.org/10.3390/w10040428 - 04 Apr 2018
Cited by 6 | Viewed by 3315
Abstract
This paper aims at identifying paramount hydraulic factors in energy dynamics of water mains, using Principal Components Analysis (PCA). The proposed method is applied to two large ensembles of leaky and non-leaky pipes comprising over 40,000 pipes selected from 18 North American water [...] Read more.
This paper aims at identifying paramount hydraulic factors in energy dynamics of water mains, using Principal Components Analysis (PCA). The proposed method is applied to two large ensembles of leaky and non-leaky pipes comprising over 40,000 pipes selected from 18 North American water distribution systems to guarantee the versatility of pipe characteristics and statistical significance of the explored patterns. PCA mono-plots indicate energy metrics such as Net Energy Efficiency, Energy Lost to Friction and Energy Lost to Leakage serve better in identification of low from high efficiency pipes. In addition, PCA mono-plots and bi-plots reveal relative importance of hydraulic parameters and that average flow rate, hydraulic proximity to major components and average unit headloss can have more tangible effects on energy dynamics of pipes compared to leakage and average pressure. Some factors such as elevation, diameter and CHW are not as influential as expected in distinguishing high-efficiency from low-efficiency pipes. Further, a comparison between the approach used in this paper and a simplified common-practice replacement strategy points out the difference energy considerations can make, if included in a bigger asset management landscape. Full article
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19 pages, 41723 KiB  
Article
Hydrologic Response to Land Use Change in a Large Basin in Eastern Amazon
by Vanessa Dos Santos 1,*, François Laurent 1, Camila Abe 2 and François Messner 1
1 Laboratoire Espaces et Sociétés (ESO—UMR 6590, ESO CNRS), Le Mans Université, Avenue Olivier Messiaen, 72085 Le Mans CEDEX 9, France
2 National Institute for Space Research (INPE), Av. dos Astronautas 1758, 12227-010 São José dos Campos, Brazil
Water 2018, 10(4), 429; https://doi.org/10.3390/w10040429 - 04 Apr 2018
Cited by 48 | Viewed by 7164
Abstract
Accelerated land use changes in the Brazilian Amazonian region over the last four decades have raised questions about potential consequences for local hydrology. Under the hypothesis of a lack of frontier governance, projections of future changes in the Amazon basin suggest that 20–30% [...] Read more.
Accelerated land use changes in the Brazilian Amazonian region over the last four decades have raised questions about potential consequences for local hydrology. Under the hypothesis of a lack of frontier governance, projections of future changes in the Amazon basin suggest that 20–30% or more of this basin could be deforested in the next 40 years. This could trigger a cascade of negative impacts on water resources. In this study, we examined how a future conversion of the forest into pasture would influence streamflow and water balance components by using a conceptual and semi-distributed hydrological model in a large (142,000 km2) forested basin: specifically, the Iriri River basin in the Brazilian Amazon. The results showed that the land use change could substantially alter the water balance components of the originally forested basin. For example, an increase of over 57% in pasture areas increased a simulated annual streamflow by ~6.5% and had a significant impact on evapotranspiration, surface runoff, and percolation. Our findings emphasize the importance of protected areas for conservation strategies in the Brazilian Amazonian region. Full article
(This article belongs to the Section Hydrology)
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14 pages, 5888 KiB  
Article
What Large Sample Size Is Sufficient for Hydrologic Frequency Analysis?—A Rational Argument for a 30-Year Hydrologic Sample Size in Water Resources Management
by Hongyan Li 1,*, Jiaqi Sun 1, Hongbo Zhang 2, Jianfeng Zhang 3, Kwnasue Jung 4, Joocheol Kim 5, Yunqing Xuan 6, Xiaojun Wang 7,8 and Fengping Li 1
1 Key Laboratory of Groundwater Resources and Environment, Ministry of Education, Jilin University, Changchun 130021, China
2 Department of Hydrology & Water Resources Engineering, Chang’an University, Xi’an 710054, China
3 Institute of water resources and hydro-electric engineering, Xi’an University of Technology, Xi’an 710054, China
4 Department of Civil Engineering, Chungnam National University, Daejeon 34134, Korea
5 International Water Resources Research Institute, Chungnam National University, Daejeon 34134, Korea
6 Yunqing Xuan, College of Engineering, Swansea University, Swansea SA2 8PP, UK
7 Nanjing Hydraulic Research Institute, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing 210029, China
8 Research Center for Climate Change, Ministry of Water Resources, Nanjing 210029, China
Water 2018, 10(4), 430; https://doi.org/10.3390/w10040430 - 04 Apr 2018
Cited by 17 | Viewed by 4909
Abstract
The calculation of hydrologic frequency is an important basic step in the planning and design stage of any water conservancy project. The purpose of the frequency analysis is to deduce the hydrologic variables under different guarantee rates, and to provide hydrologic information for [...] Read more.
The calculation of hydrologic frequency is an important basic step in the planning and design stage of any water conservancy project. The purpose of the frequency analysis is to deduce the hydrologic variables under different guarantee rates, and to provide hydrologic information for water conservancy project planning and design. The calculation of hydrologic frequency requires that the sample size is large enough, as only then can the statistical characteristics of samples take the place of the total statistical eigenvalues. This means that the samples can reveal the statistical characteristics of hydrologic variables and identify the randomness rule of hydrologic phenomena. Many countries in the East Asian monsoon climate zone (China, Japan and South Korea) have stipulated a sample size of 30 years for hydrologic frequency analysis. In this paper the rationality of the 30-year sample size is proved by analyzing the periodic and random rules of hydrologic phenomenon and the influencing mechanism of solar activity, and by adopting the general conclusion of the sampling theorem. Then, using the wavelet analysis method to examine annual precipitation data in a long series generated from representative precipitation observation stations in China, the strong-weak cycle of solar activity is proved to be 10 years, which is consistent with the wet-dry cycle of the representative precipitation stations (10–12 years). Finally, adopting numerical modeling to analyze the normal distribution of randomly generated samples and long-range annual precipitation data collected from representative stations, hypothesis testing (u, F and t) is used to prove that a 30-year sample size is reasonable. This research provides a reference as to how to prove the necessary sample size for relevant statistical analyses (for example, how large the sample should be for analyzing hydrologic factors trend evolution, hydrologic data consistency and ergodicity of statistical samples), thus ensuring the reliability of the analytical results. Full article
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11 pages, 38291 KiB  
Article
The Temporal and Spatial Variations in Lake Surface Areas in Xinjiang, China
by Yuting Liu 1,2, Jing Yang 1,3,*, Yaning Chen 1, Gonghuan Fang 1 and Weihong Li 1
1 State Key Laboratory of Desert and Oasis Ecology, Xinjiang Institute of Ecology and Geography, Chinese Academy of Sciences, Urumqi 830011, China
2 University of Chinese Academy of Sciences, Beijing 100049, China
3 National Institute of Water and Atmospheric Research, Christchurch 8011, New Zealand
Water 2018, 10(4), 431; https://doi.org/10.3390/w10040431 - 04 Apr 2018
Cited by 12 | Viewed by 3842
Abstract
In arid areas, lakes play important roles in sustaining the local ecology, mitigating flood hazard, and restricting economic activity of society. In this study, we used multi-temporal satellite data to study annual variations in 16 natural lakes with individual surface areas over 10 [...] Read more.
In arid areas, lakes play important roles in sustaining the local ecology, mitigating flood hazard, and restricting economic activity of society. In this study, we used multi-temporal satellite data to study annual variations in 16 natural lakes with individual surface areas over 10 km2, categorized into six regions based on their geographical and climatic information and on their relations with climate variables. Results indicated that annual variations in lake surface areas are different across these six regions. The surface area of Kanas Lake has not obviously changed due to its typical U-shape cross section; the areas of Ulungur Lake and Jili Lake increased sharply in the 1980s and then slightly decreased; the areas of Sayram Lake, Ebinur Lake, and Bosten Lake increased and then decreased, with peaks detected in the early 2000s; the areas of Barkol Lake and Toale Culler decreased, while those of the lakes located in the Kunlun Mountains steadily increased. Lake areas also show various relationships with climate variables. There is no obvious relationship between area and climate variables in Kanas Lake due to the specific lake morphology; the areas of most lakes showed positive correlations with annual precipitation (except Sayram Lake). A negative correlation between area and temperature were detected in Ulungur Lake, Jili Lake, Barkol Lake, and Toale Culler, while positive correlations were suggested in Bosten Lake and the lakes in the Kunlun Mountains (e.g., Saligil Kollakan Lake, Aksai Chin Lake, and Urukkule Lake). Full article
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28 pages, 50677 KiB  
Article
A Multiple-Iterated Dual Control Model for Groundwater Exploitation and Water Level Based on the Optimal Allocation Model of Water Resources
by Junqiu Liu 1,2, Xinmin Xie 1,3,*, Zhenzhen Ma 1,3, Guohua Fang 2, Huaxiang He 1,4 and Mingyue Du 5
1 Department of Water Resources, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
2 College of Hydrology and Water Resources, Hohai University, Nanjing 210098, China
3 State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
4 Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China
5 Changchun Institute of Urban Planning and Design, Changchun 130000, China
Water 2018, 10(4), 432; https://doi.org/10.3390/w10040432 - 05 Apr 2018
Cited by 8 | Viewed by 3641
Abstract
In order to mitigate environmental and ecological impacts resulting from groundwater overexploitation, we developed a multiple-iterated dual control model consisting of four modules for groundwater exploitation and water level. First, a water resources allocation model integrating calculation module of groundwater allowable withdrawal was [...] Read more.
In order to mitigate environmental and ecological impacts resulting from groundwater overexploitation, we developed a multiple-iterated dual control model consisting of four modules for groundwater exploitation and water level. First, a water resources allocation model integrating calculation module of groundwater allowable withdrawal was built to predict future groundwater recharge and discharge. Then, the results were input into groundwater numerical model to simulate water levels. Groundwater exploitation was continuously optimized using the critical groundwater level as the feedback, and a groundwater multiple-iterated technique was applied to the feedback process. The proposed model was successfully applied to a typical region in Shenyang in northeast China. Results showed the groundwater numerical model was verified in simulating water levels, with a mean absolute error of 0.44 m, an average relative error of 1.33%, and a root-mean-square error of 0.46 m. The groundwater exploitation reduced from 290.33 million m3 to 116.76 million m3 and the average water level recovered from 34.27 m to 34.72 m in planning year. Finally, we proposed the strategies for water resources management in which the water levels should be controlled within the critical groundwater level. The developed model provides a promising approach for water resources allocation and sustainable groundwater management, especially for those regions with overexploited groundwater. Full article
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14 pages, 6332 KiB  
Article
Analysis of the Long-term Precipitation Trend in Illinois and Its Implications for Agricultural Production
by Vaskar Dahal, Sudip Gautam and Rabin Bhattarai *
Department of Agricultural and Biological Engineering, University of Illinois at Urbana-Champaign, Champaign, IL 61801, USA
Water 2018, 10(4), 433; https://doi.org/10.3390/w10040433 - 06 Apr 2018
Cited by 15 | Viewed by 4301
Abstract
Climate change is expected to modify the hydrological cycle resulting in a change in the amount, frequency, and intensity of surface precipitation. How the future hydrological pattern will look is uncertain. Climate change is expected to bring about intense periods of dryness and [...] Read more.
Climate change is expected to modify the hydrological cycle resulting in a change in the amount, frequency, and intensity of surface precipitation. How the future hydrological pattern will look is uncertain. Climate change is expected to bring about intense periods of dryness and wetness, and such behavior is expected to be difficult to predict. Such uncertainty does not bode well for the agricultural systems of the United States (US) Midwest that are reliant on natural precipitation systems. Therefore, it is necessary to analyze the behavior of precipitation during the cropping period. The manifestation of global-warming-related changes has already been reported for the last couple of decades and more so in the current decade. Thus, precipitation data from the recent past can provide vital information on what is about to come. In this study, the precipitation data of Illinois, a Midwestern state of the US with rain-fed agriculture, was analyzed with a focus on the climate dynamics during the cropping period. It was observed that even though there has been some increase in the annual precipitation amount (+1.84 mm/year) due to the increase in precipitation frequency and intensity, such change happened outside of the cropping period, thereby ensuring that climate change has not manifested itself during the cropping period. Full article
(This article belongs to the Section Hydrology)
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20 pages, 24621 KiB  
Article
An Alternative Approach to Overcome the Limitation of HRUs in Analyzing Hydrological Processes Based on Land Use/Cover Change
by Fanhao Meng 1,2, Tie Liu 1,*, Hui Wang 1, Min Luo 1,2, Yongchao Duan 1,2 and Anming Bao 1
1 State Key Laboratory of Desert and Oasis Ecology, Xinjiang Institute of Ecology and Geography, Chinese Academy of Sciences, Urumqi 830011, China
2 University of Chinese Academy of Sciences, Beijing 100039, China
Water 2018, 10(4), 434; https://doi.org/10.3390/w10040434 - 06 Apr 2018
Cited by 9 | Viewed by 4408
Abstract
Since the concept of hydrological response units (HRUs) is used widely in hydrological modeling, the land use change scenarios analysis based on HRU may have direct influence on hydrological processes due to its simplified flow routing and HRU spatial distribution. This paper intends [...] Read more.
Since the concept of hydrological response units (HRUs) is used widely in hydrological modeling, the land use change scenarios analysis based on HRU may have direct influence on hydrological processes due to its simplified flow routing and HRU spatial distribution. This paper intends to overcome this issue based on a new analysis approach to explain what impacts for the impact of land use/cover change on hydrological processes (LUCCIHP), and compare whether differences exist between the conventional approach and the improved approach. Therefore, we proposed a sub-basin segmentation approach to obtain more reasonable impact assessment of LUCC scenario by re-discretizing the HRUs and prolonging the flow path in which the LUCC occurs. As a scenario study, the SWAT model is used in the Aksu River Basin, China, to simulate the response of hydrological processes to LUCC over ten years. Moreover, the impacts of LUCC on hydrological processes before and after model modification are compared and analyzed at three levels (catchment scale, sub-basin scale and HRU scale). Comparative analysis of Nash–Sutcliffe coefficient (NSE), RSR and Pbias, model simulations before and after model improvement shows that NSE increased by up to 2%, RSR decreased from 0.73 to 0.72, and Pbias decreased from 0.13 to 0.05. The major LUCCs affecting hydrological elements in this basin are related to the degradation of grassland and snow/ice and expansion of farmland and bare land. Model simulations before and after model improvement show that the average variation of flow components in typical sub-basins (surface runoff, lateral flow and groundwater flow) are changed by +11.09%, −4.51%, and −6.58%, and +10.53%, −1.55%, and −8.98% from the base period model scenario, respectively. Moreover, the spatial response of surface runoff at the HRU level reveals clear spatial differences between before and after model improvement. This alternative approach illustrates the potential bias caused by the conventional configuration and offers the possible application. Full article
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24 pages, 27690 KiB  
Article
An Increase of Abundance and Transcriptional Activity for Acinetobacter junii Post Wastewater Treatment
by Muhammad Raihan Jumat 1, Muhammad Fauzi Haroon 2, Nada Al-Jassim 1, Hong Cheng 1 and Pei-Ying Hong 1,*
1 Water Desalination and Reuse Center (WDRC), Biological and Environmental Science & Engineering Division (BESE), King Abdullah University of Science and Technology (KAUST), Thuwal 23955-6900, Saudi Arabia
2 Department of Organismic and Evolutionary Biology, Harvard University, Cambridge, MA 02138, USA
Water 2018, 10(4), 436; https://doi.org/10.3390/w10040436 - 06 Apr 2018
Cited by 13 | Viewed by 6096
Abstract
A membrane bioreactor (MBR)-based wastewater treatment plant (WWTP) in Saudi Arabia is assessed over a five-month period in 2015 and once in 2017 for bacterial diversity and transcriptional activity using metagenomics, metatranscriptomics and real time quantitative polymerase chain reaction (RT-qPCR). Acinetobacter spp. are [...] Read more.
A membrane bioreactor (MBR)-based wastewater treatment plant (WWTP) in Saudi Arabia is assessed over a five-month period in 2015 and once in 2017 for bacterial diversity and transcriptional activity using metagenomics, metatranscriptomics and real time quantitative polymerase chain reaction (RT-qPCR). Acinetobacter spp. are shown to be enriched in the chlorinated effluent. Members of the Acinetobacter genus are the most abundant in the effluent and chlorinated effluent. At the species level, Acinetobacter junii have higher relative abundances post MBR and chlorination. RNA-seq analysis show that, in A. junii, 288 genes and 378 genes are significantly upregulated in the effluent and chlorinated effluent, respectively, with 98 genes being upregulated in both. RT-qPCR of samples in 2015 and 2017 confirm the upregulation observed in RNA-seq. Analysis of the 98 genes show that majority of the upregulated genes are involved in cellular repair and metabolism followed by resistance, virulence, and signaling. Additionally, two different subpopulations of A. junii are observed in the effluent and chlorinated effluent. The upregulation of cellular repair and metabolism genes, and the formation of different subpopulations of A. junii in both effluents provide insights into the mechanisms employed by A. junii to persist in the conditions of a WWTP. Full article
(This article belongs to the Special Issue Antimicrobial Resistance in Environmental Waters)
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21 pages, 6327 KiB  
Article
Groundwater Quality Assessment: An Improved Approach to K-Means Clustering, Principal Component Analysis and Spatial Analysis: A Case Study
by Ana Elizabeth Marín Celestino 1,2, Diego Armando Martínez Cruz 3,*, Elena María Otazo Sánchez 2, Francisco Gavi Reyes 4 and David Vásquez Soto 5
1 CONACYT-Instituto Potosino de Investigación Científica y Tecnológica, A.C. División de Geociencias Aplicadas, Camino a la Presa San José 2055, Col. Lomas 4ta Sección, San Luis Potosí CP. 78216, San Luis Potosí, Mexico
2 Área Académica de Química, Universidad Autónoma del Estado de Hidalgo, Carretera Pachuca-Tulancingo Km. 4.5, Mineral de la Reforma CP. 42184, Hidalgo, Mexico
3 CONACYT-Centro de Investigación en Materiales Avanzados, S.C. Calle CIMAV 110, Ejido Arroyo Seco, Col. 15 de mayo (Tapias), Durango CP. 34147, Durango, Mexico
4 Postgrado en Hidrociencias, Colegio de Postgraduados, Carr. Fed. Mexico-Texcoco km. 36.5, Montecillo, Texcoco CP. 56230, Estado de Mexico, Mexico
5 Colegio Mexicano de Especialistas en Recursos Naturales, Callejón de las flores No. 8, Texcoco CP. 56220, Estado de Mexico, Mexico
Water 2018, 10(4), 437; https://doi.org/10.3390/w10040437 - 06 Apr 2018
Cited by 60 | Viewed by 8180
Abstract
K-means clustering and principal component analysis (PCA) are widely used in water quality analysis and management. Nevertheless, numerous studies have pointed out that K-means with the squared Euclidean distance is not suitable for high-dimensional datasets. We evaluate a methodology (K-means based on PCA) [...] Read more.
K-means clustering and principal component analysis (PCA) are widely used in water quality analysis and management. Nevertheless, numerous studies have pointed out that K-means with the squared Euclidean distance is not suitable for high-dimensional datasets. We evaluate a methodology (K-means based on PCA) for water quality evaluation. It is based on the PCA method to reduce the dataset from high dimensional to low for the improvement of K-means clustering. For this, a large dataset of 28 hydrogeochemical variables and 582 wells in the coastal aquifer are classified with K-means clustering for high dimensional and K-means clustering based on PCA. The proposed method achieved increased quality cluster cohesion according to the average Silhouette index. It ranged from 0.13 for high dimensional k-means clustering to 5.94 for K-means based on PCA and the practical spatial geographic information systems (GIS) evaluation of clustering indicates more quality results for K-means clustering based on PCA. K-means based on PCA identified three hydrogeochemical classes and their sources. High salinity was attributed to seawater intrusion and the mineralization process, high levels of heavy metals related to domestic-industrial wastewater discharge and low heavy metals concentrations were associated with industrial wastewater punctual discharges. This approach allowed the demarcation of natural and anthropogenic variation sources in the aquifer and provided greater certainty and accuracy to the data classification. Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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8 pages, 3457 KiB  
Article
Research on the Treatment and Comprehensive Utilization of Phenylhydrazine Hydrochloride Effluent
by Xide Liu, Di Zhou * and Heng Zhang
School of Chemistry and Chemical Engineering, Qufu Normal University, Shandong 273165, China
Water 2018, 10(4), 438; https://doi.org/10.3390/w10040438 - 07 Apr 2018
Cited by 1 | Viewed by 3455
Abstract
In the production process of 1 ton of phenylhydrazine hydrochloride (PHH); ~10 tons of liquid waste are formed, which includes multiple contaminants but also recyclable resources. In order to realize the recyclingof residual PHH in liquid waste; a liquid ammonia neutralization method is [...] Read more.
In the production process of 1 ton of phenylhydrazine hydrochloride (PHH); ~10 tons of liquid waste are formed, which includes multiple contaminants but also recyclable resources. In order to realize the recyclingof residual PHH in liquid waste; a liquid ammonia neutralization method is utilized, and extraction-reextraction technology is adopted. As a result, the recovery rate of PHH reachedup to 90.0%. Meanwhile, 3.8 tons of ammonium salts can be obtained after the iquid ammonia neutralization reaction which can be reused as raw materials for compound fertilizer. During the treatment process, there is no discharge of the three wastes, which meets the requirements of harmless treatment. Finally, these results provide important reference values for PHH production enterprises to solve the problems of waste pollution and to achieve recycling of resources. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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13 pages, 7245 KiB  
Article
Evaluation of Restoration and Flow Interactions on River Structure and Function: Channel Widening of the Thur River, Switzerland
by Eduardo J. Martín 1,2, Masahiro Ryo 1,2,3,4, Michael Doering 5,6 and Christopher T. Robinson 1,2,*
1 EAWAG, Swiss Federal Institute of Aquatic Science and Technology, 8600 Dübendorf, Switzerland
2 Institute of Integrative Biology, ETH-Zürich, 8092 Zürich, Switzerland
3 Institut für Biologie, Freie Universität Berlin, D-14195 Berlin, Germany
4 BBIB, Berlin-Brandenburg Institute of Advanced Biodiversity Research, D-14195 Berlin, Germany
5 ZHAW, Zurich University of Applied Sciences, Grüental, 8820 Wädenswil, Switzerland
6 eQcharta GmbH, Ecohydrology in Application, Tiefenhofstrasse 68, 8820 Wädenswil, Switzerland
Water 2018, 10(4), 439; https://doi.org/10.3390/w10040439 - 07 Apr 2018
Cited by 6 | Viewed by 5170
Abstract
Removal of lateral constraints to restore rivers has become increasingly common in river resource management, but little is known how the interaction of de-channelization with flow influences ecosystem structure and function. We evaluated the ecosystem effects of river widening to improve sediment relations [...] Read more.
Removal of lateral constraints to restore rivers has become increasingly common in river resource management, but little is known how the interaction of de-channelization with flow influences ecosystem structure and function. We evaluated the ecosystem effects of river widening to improve sediment relations in the Thur River, Switzerland, 12 years after implementation. We tested if restored and non-restored reaches differed in water physico-chemistry, hyporheic function, primary production, and macroinvertebrate density and composition in relation to the flow regime. Our results showed that (i) spatio-temporal variation in sediment respiration and macroinvertebrate taxonomic richness were driven by interactions between restoration and flow; (ii) riverbed conditions including substrate size, organic matter content, and groundwater–surface water exchange changed due to restoration, but (iii) physico-chemistry, hydraulic conditions, and primary production were not altered by restoration. Importantly, our study revealed that abiotic conditions, except channel morphology, changed only marginally, whereas other ecosystem attributes responded markedly to changes in flow-restoration interactions. These results highlight integrating a more holistic ecosystem perspective in the design and monitoring of restoration projects such as river widening in resource management, preferably in relation to flow-sediment regimes and interactions with the biotic components of the ecosystem. Full article
(This article belongs to the Special Issue Restoration of Biodiversity in Streams and Rivers)
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14 pages, 12286 KiB  
Article
Experimental Studies on Surface Vortex Mitigation Using the Floating Anti-Vortex Device in Sump Pumps
by Inhwan Park, Hyung-Jun Kim, Hoje Seong and Dong Sop Rhee *
Korea Institute of Civil Engineering and Building Technology, 283 Goyangdae-Ro, Ilsanseo-Gu, Goyang-Si 10223, Gyeonggi-Do, Korea
Water 2018, 10(4), 441; https://doi.org/10.3390/w10040441 - 08 Apr 2018
Cited by 14 | Viewed by 5786
Abstract
The maintenance of the performance of sump pumps is important to mitigate flood damage in urban areas and lowlands. However, the air-entraining vortex in the sump leads to undesirable performance degradation. Thus, in this study, the newly designed floating anti-vortex device (F-AVD) was [...] Read more.
The maintenance of the performance of sump pumps is important to mitigate flood damage in urban areas and lowlands. However, the air-entraining vortex in the sump leads to undesirable performance degradation. Thus, in this study, the newly designed floating anti-vortex device (F-AVD) was employed in the intake pipe to enhance the efficiency of water intake in the sump by decreasing the surface vortex. The performance of the F-AVD was evaluated from the model experiments, in which the sump model was designed to represent the pump station that operates in Korea. The flow in the sump was measured using the particle image velocimetry (PIV) technique, and the velocity and vorticity distributions were compared both with and without the adoption of the F-AVD. The experimental results indicated that the vortex structures behind the intake pipe were effectively mitigated by installing the F-AVD. The vorticity magnitude behind the intake pipe was reduced in range of 24.8–52.5% after the installation of the F-AVD. However, in the case of a flow rate increase, the efficiency of the F-AVD decreased because of the strong vortex. Thus, an additional anti-vortex device (AVD), which is attached to the backwall or the floor in the sump, is required to prevent the air entrainment in conditions with high flow rates. Full article
(This article belongs to the Section Hydraulics and Hydrodynamics)
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20 pages, 30009 KiB  
Article
Climate Change Impacts on Nutrient Losses of Two Watersheds in the Great Lakes Region
by Lili Wang 1,2,*, Dennis C. Flanagan 1,3, Zhonggen Wang 2,* and Keith A. Cherkauer 1
1 Department of Agricultural & Biological Engineering, Purdue University, 225 South University Street, West Lafayette, IN 47907, USA
2 Key Laboratory of Water Cycle and Related Land Surface Processes, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences, Beijing 100101, China
3 National Soil Erosion Research Laboratory, USDA-Agricultural Research Service, West Lafayette, IN 47907, USA
Water 2018, 10(4), 442; https://doi.org/10.3390/w10040442 - 08 Apr 2018
Cited by 22 | Viewed by 4819
Abstract
Non-point sources (NPS) of agricultural chemical pollution are one major reason for the water quality degradation of the Great Lakes, which impacts millions of residents in the states and provinces that are bordering them. Future climate change will further impact water quality in [...] Read more.
Non-point sources (NPS) of agricultural chemical pollution are one major reason for the water quality degradation of the Great Lakes, which impacts millions of residents in the states and provinces that are bordering them. Future climate change will further impact water quality in both direct and indirect ways by influencing the hydrological cycle and processes of nutrient transportation and transformation, but studies are still rare. This study focuses on quantifying the impacts of climate change on nutrient (Nitrogen and Phosphorus) losses from the two small watersheds (Walworth watershed and Green Lake watershed) within the Great Lakes region. Analysis focused on changes through this century (comparing the nutrient loss prediction of three future periods from 2015 to 2099 with 30 years for each period against the historical nutrient estimation data from 1985 to 2008). The effects on total phosphorus and nitrate-nitrogen losses due to changes in precipitation quantity, intensity, and frequency, as well as air temperature, are evaluated for the two small watersheds, under three special report emission scenarios (SRES A2, A1B, B1). The newly developed Water Erosion Prediction Project-Water Quality (WEPP-WQ) model is utilized to simulate nutrient losses with downscaled and bias corrected future climate forcing from two General Circulation Models (GFDL, HadCM3). For each watershed, the observed runoff and nutrient loads are used to calibrate and validate the model before the application of the WEPP-WQ model to examine potential impacts from future climate change. Total phosphorus loss is projected to increase by 28% to 89% for the Green Lake watershed and 25% to 108% for the Walworth watershed mainly due to the combined effects of increase of precipitation quantity, extreme storm events in intensity and frequency, and air temperature. Nitrate-nitrogen losses are projected to increase by 1.1% to 38% for the Green Lake watershed and 8% to 95% for the Walworth watershed with the different major influencing factors in each future periods. Full article
(This article belongs to the Section Hydrology)
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22 pages, 15692 KiB  
Article
A Sensitivity Analysis of Impacts of Conservation Practices on Water Quality in L’Anguille River Watershed, Arkansas
by Gurdeep Singh 1, Dharmendra Saraswat 2,* and Andrew Sharpley 3
1 Research Data Engineer, The Climate Corporation, St. Louis, MO 63141, USA
2 Department of Agricultural & Biological Engineering, Purdue University, West Lafayette, IN 47907, USA
3 Department of Crop, Soil and Environmental Sciences, University of Arkansas, Fayetteville, AR 72701, USA
Water 2018, 10(4), 443; https://doi.org/10.3390/w10040443 - 08 Apr 2018
Cited by 11 | Viewed by 4812
Abstract
Assessing the performance of appropriate agricultural conservation practices (CPs) frequently relies on the use of simulation models as a cost-effective tool instead of depending solely on the monitoring of water quality at individual field and watershed levels. This study evaluates the predicted impacts [...] Read more.
Assessing the performance of appropriate agricultural conservation practices (CPs) frequently relies on the use of simulation models as a cost-effective tool instead of depending solely on the monitoring of water quality at individual field and watershed levels. This study evaluates the predicted impacts of several CPs on nutrient and sediment loss at the hydrological response unit scale in the L’Anguille River Watershed, which is a watershed identified as a “focus watershed” under the Mississippi River Basin healthy watershed Initiative (MRBI) program. The Soil and Water Assessment Tool model was calibrated and validated between 1998–2005 and 2006–2012, respectively for flow, sediment, total phosphorus, and nitrate nitrogen. Out of the seven MRBI CPs modeled in this study, the highest reduction in sediment (80%) and nutrient (58% for total phosphorus and 16% for total nitrogen) was predicted for the critical area planting practice, followed by filter strip, irrigation land leveling, grade stabilization structure, irrigation pipeline, nutrient management, and irrigation water management. Some of the predicted impacts conflicted with expected CP performance. The study underscores the importance of the proper formulation of CP algorithms in using simulation models for predicting impacts on water quality. Full article
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19 pages, 2349 KiB  
Article
Topological Taxonomy of Water Distribution Networks
by Carlo Giudicianni 1,2, Armando Di Nardo 1,2,3,*, Michele Di Natale 1,2, Roberto Greco 1,2, Giovanni Francesco Santonastaso 1,2 and Antonio Scala 3
1 Dipartimento di Ingegneria, Universitá degli Studi della Campania Luigi Vanvitelli, via Roma 29, 81031 Aversa, Italy
2 Action Group CTRL+SWAN of the European Innovation Partnership on Water, EU, via Roma 29, 81031 Aversa, Italy
3 Istituto Sistemi Complessi (Consiglio Nazionale delle Ricerche), via dei Taurini 19, 00185 Roma, Italy
Water 2018, 10(4), 444; https://doi.org/10.3390/w10040444 - 08 Apr 2018
Cited by 70 | Viewed by 5945
Abstract
Water Distribution Networks (WDNs) can be regarded as complex networks and modeled as graphs. In this paper, Complex Network Theory is applied to characterize the behavior of WDNs from a topological point of view, reviewing some basic metrics, exploring their fundamental properties and [...] Read more.
Water Distribution Networks (WDNs) can be regarded as complex networks and modeled as graphs. In this paper, Complex Network Theory is applied to characterize the behavior of WDNs from a topological point of view, reviewing some basic metrics, exploring their fundamental properties and the relationship between them. The crucial aim is to understand and describe the topology of WDNs and their structural organization to provide a novel tool of analysis which could help to find new solutions to several arduous problems of WDNs. The aim is to understand the role of the topological structure in the WDNs functioning. The methodology is applied to 21 existing networks and 13 literature networks. The comparison highlights some topological peculiarities and the possibility to define a set of best design parameters for ex-novo WDNs that could also be used to build hypothetical benchmark networks retaining the typical structure of real WDNs. Two well-known types of network ((a) square grid; and (b) random graph) are used for comparison, aiming at defining a possible mathematical model for WDNs. Finally, the interplay between topology and some performance requirements of WDNs is discussed. Full article
(This article belongs to the Special Issue Advances in Water Distribution Networks)
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19 pages, 16981 KiB  
Article
Assessment of the Spatiotemporal Effects of Land Use Changes on Runoff and Nitrate Loads in the Talar River
by Ataollah Kavian 1,*, Maziar Mohammadi 2, Leila Gholami 1 and Jesús Rodrigo-Comino 3
1 Department of Watershed Management, Faculty of Natural Resources, Sari Agricultural Sciences and Natural Resources University (SANRU), Sari 4844174111, Iran
2 Deparment of Watershed Management Sciences and Engineering, Faculty of Natural Resources, Tarbiat Modares University (TMU), Nour, Mazandaran, Iran
3 Department of Geography, Instituto de Geomorfología y Suelos, Málaga University, Campus of Teatinos s/n, 29071 Málaga, Spain
Water 2018, 10(4), 445; https://doi.org/10.3390/w10040445 - 08 Apr 2018
Cited by 30 | Viewed by 5271
Abstract
This research surveyed the effects of land use changes on flow nitrate pollution in the Talar River (northern Iran), using Landsat images of 1991 and 2013 and the Soil and Water Assessment Tool (SWAT). The results indicated that forest areas decreased by 14.9% [...] Read more.
This research surveyed the effects of land use changes on flow nitrate pollution in the Talar River (northern Iran), using Landsat images of 1991 and 2013 and the Soil and Water Assessment Tool (SWAT). The results indicated that forest areas decreased by 14.9% and irrigated crops, dry land farming areas, range lands and residential areas increased by 46.8%, 31.1%, 4.7% and 17.5%, respectively. To calibrate and validate the studied period, the Nash Sutcliffe model efficiency (NSE) and coefficient of determination (R2) were applied, ranging from 0.57 to 0.75 and from 0.62 to 0.76 for flow simulation and 0.84 and 0.63 and 0.75 and 0.83 for nitrate simulation, respectively. The results of land use scenarios indicated that respective water flow and nitrate loads increased by 34.4% and 42.2% in 1991–2013 and may even increase by 42.3% and 55.9% in the simulated period of 2013–2050 in all sub-basins. It is likely that the main reason for these results was due to the increase in agricultural activities and the decrease in forestry areas. Our findings showed the useful combination of modelling techniques (land cover changes and SWAT) to develop valuable maps able to design correct land management plans and nature-based solutions for water quality of runoff water harvesting systems in the future. Full article
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15 pages, 1837 KiB  
Article
Public Awareness of Drinking Water Safety and Contamination Accidents: A Case Study in Hainan Province, China
by Li Wang 1,†, Lan Zhang 1,†, Jia Lv 1, Yawei Zhang 2 and Bixiong Ye 1,2,*
1 National Institute of Environmental Health, Chinese Center for Disease Control and Prevention, Beijing 100050, China
2 Yale School of Public Health, Yale University, New Haven, CT 06520, USA
Li Wang and Lan Zhang contributed equally.
Water 2018, 10(4), 446; https://doi.org/10.3390/w10040446 - 09 Apr 2018
Cited by 29 | Viewed by 13810
Abstract
To understand public awareness about drinking water safety and water contamination accidents in rural areas of China, two rural counties of Hainan Province were selected as pilot sites for investigation. We explored the degree of public satisfaction with drinking water quality, public trust [...] Read more.
To understand public awareness about drinking water safety and water contamination accidents in rural areas of China, two rural counties of Hainan Province were selected as pilot sites for investigation. We explored the degree of public satisfaction with drinking water quality, public trust of drinking water safety, and public awareness about drinking water problems and solutions. The results showed that 80.3% of respondents were satisfied with the quality of their drinking water. About 78.8% of respondents paid special attention or comparatively high attention to drinking water quality and contamination accidents, especially regarding potential damage to the human body and health, the influence scope, and the causes of accidents. A total 52.4% of respondents solved drinking water problems by themselves; few respondents complained to the health department or called the local telephone hotline. Age and sex did not play significant roles in the degree of public satisfaction with water quality or in the public perception of water pollution accidents; however, residents in rural areas within a drinking water quality monitoring network were more satisfied with their drinking water quality and more aware of drinking water contamination accidents than in areas outside of such a network. Respondents with higher education levels had greater awareness than those with lower education levels with respect to water quality and water pollution accidents. Full article
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13 pages, 9289 KiB  
Article
Correlation Analysis of Rainstorm Runoff and Density Current in a Canyon-Shaped Source Water Reservoir: Implications for Reservoir Optimal Operation
by Yang Li 1,2, Tinglin Huang 1,2,* and Weixing Ma 1,2
1 Key Laboratory of Northwest Water Resource, Environment and Ecology, Ministry of Education, Xi’an University of Architecture and Technology, Xi’an 710055, China
2 Shaanxi Key Laboratory of Environmental Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China
Water 2018, 10(4), 447; https://doi.org/10.3390/w10040447 - 09 Apr 2018
Cited by 8 | Viewed by 2778
Abstract
Extreme weather has recently become frequent. Heavy rainfall forms storm runoff, which is usually very turbid and contains a high concentration of organic matter, therefore affecting water quality when it enters reservoirs. The large canyon-shaped Heihe Reservoir is the most important raw water [...] Read more.
Extreme weather has recently become frequent. Heavy rainfall forms storm runoff, which is usually very turbid and contains a high concentration of organic matter, therefore affecting water quality when it enters reservoirs. The large canyon-shaped Heihe Reservoir is the most important raw water source for the city of Xi’an. During the flood season, storm runoff flows into the reservoir as a density current. We determined the relationship among inflow peak discharge (Q), suspended sediment concentration, inflow water temperature, and undercurrent water density. The relationships between (Q) and inflow suspended sediment concentration (CS0) could be described by the equation CS0 = 0.3899 × e0.0025Q, that between CS0 and suspended sediment concentration at the entrance of the main reservoir area S1 (CS1) was determined using CS1 = 0.0346 × e0.2335CS0, and air temperature (Ta) and inflow water temperature (Tw) based on the meteorological data were related as follows: Tw = 0.7718 × Ta + 1.0979. Then, we calculated the density of the undercurrent layer. Compared to the vertical water density distribution at S1 before rainfall, the undercurrent elevation was determined based on the principle of equivalent density inflow. Based on our results, we proposed schemes for optimizing water intake selection and flood discharge during the flood season. Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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9 pages, 30384 KiB  
Article
Using Ionic Liquid Modified Zeolite as a Permeable Reactive Wall to Limit Arsenic Contamination of a Freshwater Lake—Pilot Tests
by Libing Liao 1,*, Zhaohui Li 1,2,*, Guocheng Lv 1, Lefu Mei 1, Haijuan Wang 3, Shuliu Shi 1, Yaozu Wei 1, Xiaoyu Wang 1, Ping Ning 3 and Yanke Wei 1
1 Beijing Key Laboratory of Materials Utilization of Nonmetallic Minerals and Solid Wastes, National Laboratory of Mineral Materials, School of Materials Science and Technology, China University of Geosciences, Beijing 100083, China
2 Geosciences Department, University of Wisconsin—Parkside, Kenosha, WI 53141-2000, USA
3 Faculty of Environmental Science and Engineering, Kunming University of Science and Technology, Kunming 650500, China
Water 2018, 10(4), 448; https://doi.org/10.3390/w10040448 - 09 Apr 2018
Cited by 4 | Viewed by 3342
Abstract
Arsenic (As) contamination of surface water has long been a threat to human health. Extensive studies were made at the bench-scale for the removal of As from water. Commonly-used materials for the removal of As include Al and Fe hydroxides that will form [...] Read more.
Arsenic (As) contamination of surface water has long been a threat to human health. Extensive studies were made at the bench-scale for the removal of As from water. Commonly-used materials for the removal of As include Al and Fe hydroxides that will form complexes with As. Recently, modification of Earth materials to reverse their surface charge to positive to reduce the mobility of arsenite and arsenate also attracted great attention. In 2008, a severe As contamination was reported in the lake of Yangzonghai, Yunnan, China. Although the As concentration was maintained below 0.05 mg/L for the lake, after 28 months of restoration, the discharge of mine tailings from a nearby fertilizer plants was still one of the contributors to the As in the lake. In this study, zeolite was modified by ionic liquids and the modified materials were installed as a permeable reactive wall (PRW) to contain the As movement. Preliminary results showed more than an 80% reduction in As after surface water moved through the PWR over the six-month sampling period confirming the effectiveness of ionic liquid-modified Earth materials for environmental application. Full article
(This article belongs to the Special Issue Advances in Wastewater Treatment using Zeolite and Anammox)
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28 pages, 27940 KiB  
Article
Estimating the Optical Properties of Inorganic Matter-Dominated Oligo-to-Mesotrophic Inland Waters
by Thanan Rodrigues 1,*, Deepak R. Mishra 2, Enner Alcântara 3, Ike Astuti 4, Fernanda Watanabe 1 and Nilton Imai 1
1 Department of Cartography, Faculty of Sciences and Technology, São Paulo State University (UNESP), Rua Roberto Simonsen 305, Presidente Prudente 19060-900, SP, Brazil
2 Department of Geography, Center for Geospatial Research, University of Georgia (UGA), Athens, GA 30602, USA
3 Department of Environmental Engineering, Institute of Science and Technology, São Paulo State University (UNESP), Rodovia Presidente Dutra Km 137.8, São José dos Campos 12247-004, SP, Brazil
4 Department of Geography, State University of Malang (UM), Jl. Semarang 5, Malang 65145, Indonesia
Water 2018, 10(4), 449; https://doi.org/10.3390/w10040449 - 09 Apr 2018
Cited by 13 | Viewed by 4775
Abstract
Many studies over the years have focused on bio-optical modeling of inland waters to monitor water quality. However, those studies have been conducted mainly in eutrophic and hyper-eutrophic environments dominated by phytoplankton. With the launch of the Ocean and Land Colour Instrument (OLCI)/Sentinel-3A [...] Read more.
Many studies over the years have focused on bio-optical modeling of inland waters to monitor water quality. However, those studies have been conducted mainly in eutrophic and hyper-eutrophic environments dominated by phytoplankton. With the launch of the Ocean and Land Colour Instrument (OLCI)/Sentinel-3A in 2016, a range of bands became available including the 709 nm band recommended for scaling up these bio-optical models for productive inland waters. It was found that one category of existing bio-optical models, the quasi-analytical algorithms (QAAs), when applied to colored dissolved organic matter (CDOM) and detritus-dominated waters, produce large errors. Even after shifting the reference wavelength to 709 nm, the recently re-parameterized QAA versions could not accurately retrieve the inherent optical properties (IOPs) in waterbodies dominated by inorganic matter. In this study, three existing versions of QAA were implemented and proved inefficient for the study site. Therefore, several changes were incorporated into the QAA, starting with the re-parameterization of the empirical steps related to the total absorption coefficient retrieval. The re-parameterized QAA, QAAOMW showed a significant improvement in the mean absolute percentage error (MAPE). MAPE decreased from 58.05% for existing open ocean QAA (QAALv5) to 16.35% for QAAOMW. Considerable improvement was also observed in the estimation of the absorption coefficient of CDOM and detritus from a MAPE of 91.05% for QAALv5 to 18.87% for QAAOMW. The retrieval of the absorption coefficient of phytoplankton ( a ϕ ) using the native form of QAA proved to be inaccurate for the oligo-to-mesotrophic waterbody due to the low a ϕ returning negative predictions. Therefore, a novel approach based on the normalized a ϕ was adopted to maintain the spectral shape and retrieve positive values, resulting in an improvement of 119% in QAAOMW. Further tuning and scale-up of QAAOMW to OLCI bands will aid in monitoring water resources and associated watershed processes. Full article
(This article belongs to the Section Water Quality and Contamination)
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21 pages, 42444 KiB  
Article
Development of a Regularized Dynamic System Response Curve for Real-Time Flood Forecasting Correction
by Yiqun Sun 1, Weimin Bao 1, Peng Jiang 1,2,*, Wei Si 1, Junwei Zhou 1 and Qian Zhang 3
1 Department of Hydrology and Water Resources, University of Hohai, Nanjing 210000, China
2 Division of Hydrologic Sciences, Desert Research Institute, Las Vegas, NV 89154, USA
3 Bei Fang Investigation, Design & Research Co. Ltd., Tianjin 300000, China
Water 2018, 10(4), 450; https://doi.org/10.3390/w10040450 - 09 Apr 2018
Cited by 9 | Viewed by 3401
Abstract
The dynamic system response curve (DSRC) is commonly applied as a real-time flood forecasting error correction method to improve the accuracy of real-time flood forecasting. It has been widely recognized that the least squares (OLS/LS) method, employed by DSRC, breaks down ill-posed problems, [...] Read more.
The dynamic system response curve (DSRC) is commonly applied as a real-time flood forecasting error correction method to improve the accuracy of real-time flood forecasting. It has been widely recognized that the least squares (OLS/LS) method, employed by DSRC, breaks down ill-posed problems, and therefore, the DSRC method may lead to deterioration in performance caused by meaningless solutions. To address this problem, a diagnostically theoretical analysis was conducted to investigate the relationship between the numerical solution of the Fredholm equation of the first kind and the DSRC method. The analysis clearly demonstrates the derivation of the problem and has implications for an improved approach. To overcome the unstable problem, a new method using regularization techniques (Tikhonov regularization and L-Curve criterion) is proposed. Moreover, in this study, to improve the performance of hydrological models, the new method is used as an error correction method to correct a variable from a hydrological model. The proposed method incorporates the information from a hydrological model structure. Based on the analysis of the hydrological model, the free water storage of the Xinanjiang rainfall-runoff (XAJ) model is corrected to improve the model’s performance. A numerical example and a real case study are presented to compare the two methods. Results from the numerical example indicate that the mean Nash–Sutcliffe efficiency value (NSE) of the regularized DSRC method (RDSRC) decreased from 0.99 to 0.55, while the mean NSE of DSRC decreased from 0.98 to −1.84 when the noise level was increased. The overall performance measured by four different criteria clearly demonstrates the robustness of the RDSRC method. Similar results were obtained for the real case study. The mean NSE of 35 flood events obtained by RDSRC method was 0.92, which is significantly higher than the mean NSE of DSRC (0.7). The results demonstrate that the RDSRC method is much more robust than the DSRC method. The applicability and usefulness of the RDSRC approach for real-time flood forecasting is demonstrated via the numerical example and the real case study. Full article
(This article belongs to the Section Hydrology)
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22 pages, 9790 KiB  
Article
Multi-Objective Validation of SWAT for Sparsely-Gauged West African River Basins—A Remote Sensing Approach
by Thomas Poméon 1,*, Bernd Diekkrüger 1, Anne Springer 2, Jürgen Kusche 2 and Annette Eicker 3
1 Department of Geography, University of Bonn, Meckenheimer Allee 166, 53115 Bonn, Germany
2 Institute of Geodesy and Geoinformation, University of Bonn, Nussallee 17, 53115 Bonn, Germany
3 Geodäsie und Ausgleichsrechnung, HafenCity University Hamburg, Überseeallee 16, 20457 Hamburg, Germany
Water 2018, 10(4), 451; https://doi.org/10.3390/w10040451 - 09 Apr 2018
Cited by 36 | Viewed by 7840
Abstract
Predicting freshwater resources is a major concern in West Africa, where large parts of the population depend on rain-fed subsistence agriculture. However, a steady decline in the availability of in-situ measurements of climatic and hydrologic variables makes it difficult to simulate water resource [...] Read more.
Predicting freshwater resources is a major concern in West Africa, where large parts of the population depend on rain-fed subsistence agriculture. However, a steady decline in the availability of in-situ measurements of climatic and hydrologic variables makes it difficult to simulate water resource availability with hydrological models. In this study, a modeling framework was set up for sparsely-gauged catchments in West Africa using the Soil and Water Assessment Tool (SWAT), whilst largely relying on remote sensing and reanalysis inputs. The model was calibrated using two different strategies and validated using discharge measurements. New in this study is the use of a multi-objective validation conducted to further investigate the performance of the model, where simulated actual evapotranspiration, soil moisture, and total water storage were evaluated using remote sensing data. Results show that the model performs well (R2 calibration: 0.52 and 0.51; R2 validation: 0.63 and 0.61) and the multi-objective validation reveals good agreement between predictions and observations. The study reveals the potential of using remote sensing data in sparsely-gauged catchments, resulting in good performance and providing data for evaluating water balance components that are not usually validated. The modeling framework presented in this study is the basis for future studies, which will address model response to extreme drought and flood events and further examine the coincidence with Gravity Recovery and Climate Experiment (GRACE) total water storage retrievals. Full article
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16 pages, 17451 KiB  
Article
Hydrodynamic Characteristics of the Formation Processes for Non-Homogeneous Debris-Flow
by An Ping Shu 1,*, Lu Tian 1, Shu Wang 1, Matteo Rubinato 2, Fuyang Zhu 1, Mengyao Wang 1 and Jiangtao Sun 1
1 School of Environment, Key Laboratory of Water and Sediment Sciences of MOE, Beijing Normal University, Beijing 100875, China
2 Department of Civil and Structural Engineering, The University of Sheffield, Sir Frederick Mappin Building, Mappin Street, Sheffield S1 3JD, UK
Water 2018, 10(4), 452; https://doi.org/10.3390/w10040452 - 09 Apr 2018
Cited by 6 | Viewed by 4217
Abstract
Non-homogeneous debris flows are characterized by a wide grain size gradation, high volumetric weight and sediments not uniformly distributed along the vertical direction of the flow depth. These flows usually occur in the southwestern mountainous area of China during the rainy season, causing [...] Read more.
Non-homogeneous debris flows are characterized by a wide grain size gradation, high volumetric weight and sediments not uniformly distributed along the vertical direction of the flow depth. These flows usually occur in the southwestern mountainous area of China during the rainy season, causing tangible and non-tangible damages; therefore, it is crucial to study their dynamic characteristics. An experimental campaign was conducted to replicate three processes typical of debris flows: (i) formation; (ii) propagation; and (iii) accumulation. Different flow rates, soil composition and flume slopes were applied. Multiple experimental parameters were quantified for each test conducted such as pore water pressure and velocity and a series of regression analyses were used to determine the relative impact of each experimental variable on these recorded parameters. The results showed that the flowrate and the vertical grading coefficient associated with the soil composition have the maximum and the minimum influence on the formation of debris flows and propagation velocities measured, respectively. This result is significant and needs to be considered when planning or designing control measures to reduce the impacts of debris flows. Full article
(This article belongs to the Special Issue Watershed Hydrology, Erosion and Sediment Transport Processes )
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16 pages, 7100 KiB  
Article
Previous Land Use Affects the Recovery of Soil Hydraulic Properties after Forest Restoration
by Sergio E. Lozano-Baez 1,*, Miguel Cooper 2, Silvio F. B. Ferraz 3, Ricardo Ribeiro Rodrigues 4, Mario Pirastru 5 and Simone Di Prima 5
1 Laboratory of Ecology and Forest Restoration (LERF), Department of Forest Sciences, “Luiz de Queiroz” College of Agriculture, University of São Paulo, Av. Pádua Dias 11, Piracicaba SP 13418-900, Brazil
2 Department of Soil Science, “Luiz de Queiroz” College of Agriculture, University of São Paulo, Piracicaba SP 13418-900, Brazil
3 Forest Hydrology Laboratory, “Luiz de Queiroz” College of Agriculture, University of São Paulo, Piracicaba SP 13418-900, Brazil
4 Department of Biological Sciences, “Luiz de Queiroz” College of Agriculture, University of São Paulo, Piracicaba SP 13418-900, Brazil
5 Agricultural Department, University of Sassari, Viale Italia, 39, 07100 Sassari, Italy
Water 2018, 10(4), 453; https://doi.org/10.3390/w10040453 - 09 Apr 2018
Cited by 25 | Viewed by 6088
Abstract
Knowledge of soil hydraulic properties after forest restoration is essential for understanding the recovery of hydrological processes, such as water infiltration. An increase of forest cover may improve water infiltration and soil hydraulic properties, but little is known about the response and extent [...] Read more.
Knowledge of soil hydraulic properties after forest restoration is essential for understanding the recovery of hydrological processes, such as water infiltration. An increase of forest cover may improve water infiltration and soil hydraulic properties, but little is known about the response and extent to which forest restoration can affect these properties. The purpose of this study was to investigate the effect of forest restoration on surface-saturated soil hydraulic conductivity (Ks), and to verify the Ks recovery to the pre-disturbance soil conditions. We sampled field Ks at the surface in Campinas municipality, São Paulo State, Brazil, at 18 plots under three land-cover types: (i) a pasture; (ii) a restored forest using a high-diversity mix of plantings (85 regional native species) of 9 years of age; and (iii) a remnant forest patch. We used the Beerkan method for soil hydraulic characterization. Bulk density (ρb), soil organic carbon content (OC), soil porosity and particle size data were also sampled. We found considerable differences in soil hydraulic properties between land-cover classes. The highest Ks were observed in remnant forest sites and the lowest Ks were associated with pasture sites. The Ks recovery differs markedly between restored forests. Our results strongly suggest that soil attributes and Ks recovery are influenced by the duration and intensity of land use prior to forest restoration. Attention needs to be given to management activities before, during and after forest restoration, especially where the soil is still compacted and Ks is low. Full article
(This article belongs to the Special Issue Soil Water Conservation: Dynamics and Impact)
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20 pages, 31663 KiB  
Article
Meteorological Driving Mechanisms and Human Impacts of the February 1979 Extreme Hydro-Geomorphological Event in Western Iberia
by Luís Rebelo 1, Alexandre M. Ramos 1,*, Susana Pereira 2 and Ricardo M. Trigo 1
1 Instituto Dom Luiz, Faculdade de Ciências, Universidade de Lisboa, 1749-016 Lisboa, Portugal
2 Centre for Geographical Studies, Institute of Geography and Spatial Planning, Universidade de Lisboa, 1600-276 Lisboa, Portugal
Water 2018, 10(4), 454; https://doi.org/10.3390/w10040454 - 10 Apr 2018
Cited by 6 | Viewed by 3505
Abstract
The large number of floods and landslides that occurred on 5–16 February 1979 in Portugal was a major hydro-geomorphologic extreme event according to the DISASTER database in terms of number of displaced people. The February 1979 event is the top ranked episode in [...] Read more.
The large number of floods and landslides that occurred on 5–16 February 1979 in Portugal was a major hydro-geomorphologic extreme event according to the DISASTER database in terms of number of displaced people. The February 1979 event is the top ranked episode in terms of the total number of evacuated people (4244), displaced people (14,322) and also on the number of days of event duration (12 days) for the period 1865–2015. In this event, 62 damaging floods and five damaging landslides causing eight fatalities were recorded in Portugal. This event was driven by an unusually intense atmospheric forcing mechanism acting at different time scales. Despite the intense magnitude and the widespread impact on the population, this event has not been studied in detail. In this study, we show that the precipitation period of February 1979 had produced several multi-day accumulated precipitation events over the Portuguese continental territory, ranking among the top 10 events observed between 1950–2008. Additionally, most of the precipitation from this event occured in days in which atmospheric circulation was dominated by “wet” circulation weather types (CWTs), namely, cyclonic (C), west (W) or southwest (SW) types. Full article
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17 pages, 24618 KiB  
Article
Glacial Lake Detection from GaoFen-2 Multispectral Imagery Using an Integrated Nonlocal Active Contour Approach: A Case Study of the Altai Mountains, Northern Xinjiang Province
by Meimei Zhang 1, Fang Chen 1,2,3,* and Bangsen Tian 1
1 Key Laboratory of Digital Earth Science, Institute of Remote Sensing and Digital Earth, Chinese Academy of Sciences, No. 9 Dengzhuang South Road, Beijing 100094, China
2 University of Chinese Academy of Sciences, Beijing 100049, China
3 Hainan Key Laboratory of Earth Observation, Institute of Remote Sensing and Digital Earth, Chinese Academy of Sciences, Sanya 572029, China
Water 2018, 10(4), 455; https://doi.org/10.3390/w10040455 - 10 Apr 2018
Cited by 10 | Viewed by 4561
Abstract
Due to recent global climate change, glacial lake outburst floods (GLOFs) have become a serious problem in many high mountain areas. Accurately and rapidly mapping glacial lakes is the basis of other glacial lake studies that are associated with water resources management, flood [...] Read more.
Due to recent global climate change, glacial lake outburst floods (GLOFs) have become a serious problem in many high mountain areas. Accurately and rapidly mapping glacial lakes is the basis of other glacial lake studies that are associated with water resources management, flood hazard assessment, and climate change. Most glacial lake detection studies have mainly used medium to coarse resolution images, whose application is limited to large lakes. Because small glacial lakes are abundant and because changes in these lakes are small and occur around the lake shores, fine-resolution satellite imagery is required for adequate assessments. In addition, the existing detection methods are mainly based on simply applying a threshold on various normalized difference water indices (NDWIs); this cannot give appropriate results for glacial lakes that have a wide range of turbidity, mineral, and chlorophyll content. In the present study, we propose a region-dependent framework to overcome the spectral heterogeneity of glacial lake areas using a nonlocal active contour model that is integrated with the NDWI. As the first trial, the glacial lakes were detected using high-resolution GaoFen-2 multispectral imagery in the test site of Altai Mountains (northern Xinjiang Province). The validation of the results was carried out using the manually digitized lake boundaries. The average probabilities of false positives P F P and false negatives P F N were found to be 0.0106 and 0.0039, respectively. After taking into consideration the spectral features of the water and making slight NDWI threshold adjustments, this method can also be used for lake detection in any glaciated environment elsewhere in the world. Full article
(This article belongs to the Special Issue Applications of Remote Sensing and GIS in Hydrology)
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25 pages, 24854 KiB  
Article
Runoff Water as A Resource in the Campo de Cartagena (Region of Murcia): Current Possibilities for Use and Benefits
by Gregorio Castejón-Porcel 1, David Espín-Sánchez 2, Víctor Ruiz-Álvarez 2, Ramón García-Marín 2,* and Daniel Moreno-Muñoz 2
1 Deptartment of Human Geography, University of Alicante, 03690 Alicante, Spain
2 Deptartment of Geography, University of Murcia, 30001 Murcia, Spain
Water 2018, 10(4), 456; https://doi.org/10.3390/w10040456 - 10 Apr 2018
Cited by 17 | Viewed by 5847
Abstract
The scarcity of water in the Campo de Cartagena has limited its exploitation, which is why, historically, runoff water has been used through sustainable traditional practices which have been dismissed by technological advances. In order to demonstrate the potential of this resource at [...] Read more.
The scarcity of water in the Campo de Cartagena has limited its exploitation, which is why, historically, runoff water has been used through sustainable traditional practices which have been dismissed by technological advances. In order to demonstrate the potential of this resource at present, an analysis by interpolation of rainfall distribution in the sub-basin of the Rambla de Fuente Álamo-Albujón was carried out (for the intense rainfall episodes of 2012 and 2016) as well as hydraulic modelling of the estimation of surface runoff. In addition, taking into account the future climate scenarios, a projection of the total runoff in the study area was made up to the year 2100. The bibliographic review and the press analysis showed that the traditional use of runoff water has remained in disuse, although there are infrastructures to collect water from floods but with an eminently sanitary purpose. The current model of agricultural and touristic exploitation is giving rise to serious socio-environmental conflicts which manifest in obsolescence. Therefore, the increase in the availability of water with the use of a specific endogenous resource may lead to a decrease in the pressures exerted on the study area. Full article
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13 pages, 22600 KiB  
Article
Historical Streamflow Series Analysis Applied to Furnas HPP Reservoir Watershed Using the SWAT Model
by Viviane De Souza Dias 1, Marta Pereira da Luz 2,*, Gabriela M. Medero 3, Diego Tarley Ferreira Nascimento 4, Wellington Nunes de Oliveira 5 and Leonardo Rodrigues de Oliveira Merelles 1
1 Pontifical Catholic University of Goiás, Av. Universitária 1.440, Setor Universitário, CEP 74605-010 Goiânia-Goiás, Brazil
2 Eletrobras Furnas, Pontifical Catholic University of Goiás, BR153, km 510, Zona Rural, CEP 74923-650 Aparecida de Goiânia-Goiás, Brazil
3 School of Energy, Geoscience, Infrastructure and Society, Heriot-Watt University, Edinburgh EH14 4AS, UK
4 Geography, Teacher and Humanities Training School, Pontifical Catholic University of Goiás, Av. Universitária 1.440, Setor Universitário, CEP 74605-010 Goiânia-Goiás, Brazil
5 School of Environmental and Civil Engineering, Federal University of Goiás, Av. Universitária 1488, Setor Universitário, CEP 74605-220 Goiânia-Goiás, Brazil
Water 2018, 10(4), 458; https://doi.org/10.3390/w10040458 - 11 Apr 2018
Cited by 11 | Viewed by 3767
Abstract
Over the last few years, the operation of the Furnas Hydropower Plant (HPP) reservoir, located in the Grande River Basin, has been threatened due to a significant reduction in inflow. In the region, hydrological modelling tools are being used and tested to support [...] Read more.
Over the last few years, the operation of the Furnas Hydropower Plant (HPP) reservoir, located in the Grande River Basin, has been threatened due to a significant reduction in inflow. In the region, hydrological modelling tools are being used and tested to support decision making and water sustainability. In this study, the streamflow was modelled in the area of direct influence of the Furnas HPP reservoir, and the Soil and Water Assessment Tool (SWAT) model performance was verified for studies in the region. Analyses of sensitivity and uncertainty were undertaken using the Sequential Uncertainty Fitting algorithm (SUFI-2) with a Calibration Uncertainty Program (SWAT-CUP). The hydrological modelling, at a monthly scale, presented good results in the calibration (NS 0.86), with a slight reduction of the coefficient in the validation period (NS 0.64). The results suggested that this tool could be applied in future hydrological studies in the region of study. With the consideration that special attention should be given to the historical series used in the calibration and validation of the models. It is important to note that this region has high demands for water resources, primarily for agricultural use. Water demands must also be taken into account in future hydrological simulations. The validation of this methodology led to important contributions to the management of water resources in regions with tropical climates, whose climatological and geological reality resembles the one studied here. Full article
(This article belongs to the Section Hydrology)
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16 pages, 23816 KiB  
Article
Flow Characteristics in the Wake Region of a Finite-Length Vegetation Patch in a Partly Vegetated Channel
by Didem Yılmazer 1, Ayşe Yüksel Ozan 2,* and Kubilay Cihan 3
1 Civil Engineering Department, Namık Kemal University, Çorlu 59860, Tekirdag, Turkey
2 Civil Engineering Department, Adnan Menderes University, Aydın 09010, Turkey
3 Civil Engineering Department, Kırıkkale University, Kırıkkale 71450, Turkey
Water 2018, 10(4), 459; https://doi.org/10.3390/w10040459 - 11 Apr 2018
Cited by 12 | Viewed by 4036
Abstract
Aquatic vegetation in rivers and coastal regions controls the flow structure in terms of mean velocity and turbulence. The vegetation in the flow affects the transportation of nutrients, microbes, dissolved oxygen, sediment, and contaminants; therefore, the flow characteristics of different types of vegetation [...] Read more.
Aquatic vegetation in rivers and coastal regions controls the flow structure in terms of mean velocity and turbulence. The vegetation in the flow affects the transportation of nutrients, microbes, dissolved oxygen, sediment, and contaminants; therefore, the flow characteristics of different types of vegetation layers should be examined in order to understand the effects of vegetation on the flow structure. In this paper, the effect of the submergence ratio and SVF (Solid Volume of Fraction) of a vegetation patch, which was present across half of the channel in a spanwise direction, on the flow structure at the wake region was examined. For this purpose, different submergence ratios with different SVFs were considered in the experiments, and velocity measurements were performed in the wake region of the vegetation layer with an Acoustic Doppler Velocimeter (ADV). According to the results, the effect of different vegetation heights and SVFs on the velocity distribution was obtained. Moreover, inflectional velocity distribution over the cross-section in the wake region of the vegetation layer was obtained, and it was concluded that jet flow occurred in the non-vegetated half of the channel due to the vegetation layer. Full article
(This article belongs to the Special Issue Turbulence in River and Maritime Hydraulics)
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17 pages, 12655 KiB  
Article
Hydraulic Jumps in Adverse-Slope Stilling Basins for Stepped Spillways
by Robert Ljubičić 1,*, Budo Zindović 1, Predrag Vojt 2, Dragutin Pavlović 1, Radomir Kapor 1 and Ljubodrag Savić 1
1 Faculty of Civil Engineering, Department of Hydraulic and Environmental Engineering, University of Belgrade, 11000 Belgrade, Serbia
2 Institute for the Development of Water Resources “Jaroslav Černi”, Jaroslava Černog 80, 11226 Belgrade, Serbia
Water 2018, 10(4), 460; https://doi.org/10.3390/w10040460 - 11 Apr 2018
Cited by 11 | Viewed by 5229
Abstract
The performance of flat stilling basins can be inadequate for conditions when the tailwater depth is insufficient for hydraulic jump stabilization. In such cases, adverse-slope stilling basins can be used because they reduce the necessary tailwater depth. Sloped basins combined with smooth chutes [...] Read more.
The performance of flat stilling basins can be inadequate for conditions when the tailwater depth is insufficient for hydraulic jump stabilization. In such cases, adverse-slope stilling basins can be used because they reduce the necessary tailwater depth. Sloped basins combined with smooth chutes have been the subject of many studies. However, limited research has been done for basins with stepped chutes, which are characterized by intensive flow aeration and high energy dissipation. Based on our scale-model experimental measurements of depth, velocity, and air concentration, we present a momentum-based method to characterize such hydraulic jump: the sequent depth ratio, the length of hydraulic jump roller, and energy dissipation effectiveness. The proposed method provides better agreement with experimental data when compared to existing methods and can be used for preliminary design. Full article
(This article belongs to the Section Hydraulics and Hydrodynamics)
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16 pages, 44589 KiB  
Article
A Flood Risk Assessment of Quang Nam, Vietnam Using Spatial Multicriteria Decision Analysis
by Chinh Luu 1,2,* and Jason Von Meding 1
1 School of Architecture and Built Environment, University of Newcastle, Newcastle, NSW 2308, Australia
2 Faculty of Hydraulic Engineering, National University of Civil Engineering, Hanoi 112000, Vietnam
Water 2018, 10(4), 461; https://doi.org/10.3390/w10040461 - 11 Apr 2018
Cited by 48 | Viewed by 10220
Abstract
Vietnam is highly vulnerable to flood and storm impacts. Holistic flood risk assessment maps that adequately consider flood risk factors of hazard, exposure, and vulnerability are not available. These are vital for flood risk preparedness and disaster mitigation measures at the local scale. [...] Read more.
Vietnam is highly vulnerable to flood and storm impacts. Holistic flood risk assessment maps that adequately consider flood risk factors of hazard, exposure, and vulnerability are not available. These are vital for flood risk preparedness and disaster mitigation measures at the local scale. Unfortunately, there is a lack of knowledge about spatial multicriteria decision analysis and flood risk analysis more broadly in Vietnam. In response to this need, we identify and quantify flood risk components in Quang Nam province through spatial multicriteria decision analysis. The study presents a new approach to local flood risk assessment mapping, which combines historical flood marks with exposure and vulnerability data. The flood risk map output could assist and empower decision-makers in undertaking flood risk management activities in the province. Our study demonstrates a methodology to build flood risk assessment maps using flood mark, exposure and vulnerability data, which could be applied in other provinces in Vietnam. Full article
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16 pages, 12665 KiB  
Article
Predicting Sedimentation in Urban Sewer Conduits
by Yang Ho Song 1, Rin Yun 2, Eui Hoon Lee 3 and Jung Ho Lee 1,*
1 Department of Civil and Environmental Engineering, Hanbat National University, Daejeon 34158, Korea
2 Department of Mechanical Engineering, Hanbat National University, Daejeon 34158, Korea
3 Research Center for Disaster Prevention Science and Technology, Korea University, Seoul 02841, Korea
Water 2018, 10(4), 462; https://doi.org/10.3390/w10040462 - 11 Apr 2018
Cited by 19 | Viewed by 4034
Abstract
Sedimentation commonly occurs in urban drainage systems, disrupts flow, and is one of the major causes of inundation. The complicated phenomena that alter the cross-section of sewer conduits include transportation, precipitation, and sedimentation, and need to be analyzed for the proper design and [...] Read more.
Sedimentation commonly occurs in urban drainage systems, disrupts flow, and is one of the major causes of inundation. The complicated phenomena that alter the cross-section of sewer conduits include transportation, precipitation, and sedimentation, and need to be analyzed for the proper design and efficient maintenance of urban drainage systems. In this study, the discharge capacity of urban drainage systems is simulated and analyzed by considering the pattern of flow of sediments in sewer conduits through a numerical analysis model. The sites of the highest and lowest accumulation of soil were examined as sedimentation occurred, as was discharge due to accumulation in sewer conduits. The purpose of this study is the examination of mathematical models for two-phase fluid flow analysis and the prediction of sedimentation in urban sewer conduits. An expression for the height of the sedimentation was obtained to assess the discharge capacity of urban drainage systems, and a model to predict accumulation in sewer conduits was developed using non-dimensional variables for inlet velocity, inlet particle volume fraction, and particle size. When subjected to linear regression analysis, the model yielded a high correlation coefficient (R2) of 0.899. This satisfied the aims of this study, to obtain a higher discharge capacity and a plan for the design of urban drainage systems. Full article
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15 pages, 17167 KiB  
Article
Treatment of Source-Separated Blackwater: A Decentralized Strategy for Nutrient Recovery towards a Circular Economy
by Melesse Eshetu Moges 1,2,*, Daniel Todt 2 and Arve Heistad 1
1 Faculty of Science and Technology, Norwegian University of Life Sciences (NMBU), P.O. Box 5003, 1432 Akershus, Norway
2 Ecomotive AS, Myravegen 1, N-6060 Hareid, Norway
Water 2018, 10(4), 463; https://doi.org/10.3390/w10040463 - 11 Apr 2018
Cited by 22 | Viewed by 6082
Abstract
Using a filter medium for organic matter removal and nutrient recovery from blackwater treatment is a novel concept and has not been investigated sufficiently to date. This paper demonstrates a combined blackwater treatment and nutrient-recovery strategy and establishes mechanisms for a more dependable [...] Read more.
Using a filter medium for organic matter removal and nutrient recovery from blackwater treatment is a novel concept and has not been investigated sufficiently to date. This paper demonstrates a combined blackwater treatment and nutrient-recovery strategy and establishes mechanisms for a more dependable source of plant nutrients aiming at a circular economy. Source-separated blackwater from a student dormitory was used as feedstock for a sludge blanket anaerobic-baffled reactor. The effluent from the reactor, with 710 mg L−1 NH4–N and 63 mg L−1 PO4–P, was treated in a sequence of upflow and downflow filtration columns using granular activated carbon, Cocos char and polonite as filter media at a flow rate of 600 L m−2 day−1 and organic loading rate of 430 g chemical oxygen demand (COD) m−2 day−1. Filtration treatment of the anaerobic effluent with carbon adsorbents removed 80% of the residual organic matter, more than 90% of suspended solids, and turbidity while releasing more than 76% NH4–N and 85% of PO4–P in the liquid phase. The treatment train also removed total coliform bacteria and E. coli in the effluent, achieving concentrations below detection limit after the integration of ultraviolet (UV) light. These integrated technological pathways ensure simultaneous nutrient recovery as a nutrient solution, pathogen inactivation, and reduction of active organic substances. The treated nutrient-rich water can be applied as a source of value creation for various end-use options. Full article
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15 pages, 17707 KiB  
Article
Identifying Feasible Locations for Wetland Creation or Restoration in Catchments by Suitability Modelling Using Light Detection and Ranging (LiDAR) Digital Elevation Model (DEM)
by Evelyn Uuemaa 1,2,*, Andrew O. Hughes 2 and Chris C. Tanner 2
1 Department of Geography, University of Tartu, Tartu 51003, Estonia
2 National Institute of Water and Atmospheric Research Limited, P.O. Box 11 115, Hamilton 3216, New Zealand
Water 2018, 10(4), 464; https://doi.org/10.3390/w10040464 - 11 Apr 2018
Cited by 17 | Viewed by 7273
Abstract
Wetlands play a key role in controlling flooding and non-point-source (diffuse) pollution. They are therefore an important tool for mitigating diffuse water pollution from farms. However, to use this tool, it is necessary to obtain detailed assessments and identification of potential wetland restoration [...] Read more.
Wetlands play a key role in controlling flooding and non-point-source (diffuse) pollution. They are therefore an important tool for mitigating diffuse water pollution from farms. However, to use this tool, it is necessary to obtain detailed assessments and identification of potential wetland restoration or creation sites. This is complicated by the diversity of landscapes, environmental conditions, and land ownership. Site suitability for wetland restoration or creation depends on many factors: the underlying geology, soils, topography, hydrology, drainage, and land ownership. Local hydrology and soils are among the most important factors. However, the inventory and characterization of a site’s soils and hydrology often requires extensive, expensive, and time-consuming ground surveys, and it is therefore limited to small areas. Another possibility would be to consider topography, which strongly determines water movement patterns. Light detection and ranging (LiDAR) data provides detailed topographic information and can be acquired by remote sensing. Our study showed that terrain analysis using high-resolution topographical data can produce suitability maps for wetlands that can be easily used by decision makers and planners in watershed management. The rapid methodology reveals potential wetland creation or restoration sites at a reasonable cost; with the resulting spatially explicit suitability map, managers can plan for wetland creation or restoration without having to wait for field-data collection. Full article
(This article belongs to the Special Issue Optimizing Land Use Patterns in a Context of Watershed Management)
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17 pages, 26978 KiB  
Article
New Analysis Method for Continuous Base-Flow and Availability of Water Resources Based on Parallel Linear Reservoir Models
by Jesús Mateo-Lázaro 1,*, Jorge Castillo-Mateo 2, José Ángel Sánchez-Navarro 1, Víctor Fuertes-Rodríguez 3, Alejandro García-Gil 4 and Vanesa Edo-Romero 1
1 Department of Earth Sciences, University of Zaragoza, Pedro Cerbuna 12, 50009 Zaragoza, Spain
2 Department of Mathematics, University of Zaragoza, Pedro Cerbuna 12, 50009 Zaragoza, Spain
3 Department of Geography and Territorial Planning, University of Zaragoza, Pedro Cerbuna 12, 50009 Zaragoza, Spain
4 Geological Survey of Spain (IGME), C/Manuel Lasala n° 44, 9° B, 50006 Zaragoza, Spain
Water 2018, 10(4), 465; https://doi.org/10.3390/w10040465 - 11 Apr 2018
Cited by 5 | Viewed by 3809
Abstract
Water flows in the hydrosphere through a tangled and tortuous labyrinth of ways that is the hydrological cycle. Flow separation models are an attempt to group such complexity of paths into a few components of flow and storage so as to reflect the [...] Read more.
Water flows in the hydrosphere through a tangled and tortuous labyrinth of ways that is the hydrological cycle. Flow separation models are an attempt to group such complexity of paths into a few components of flow and storage so as to reflect the overall behaviour of a basin. A new method of analysis and separation of flow components, based on equations of dynamic relations between Linear Reservoirs connected in Parallel (PLR models), is developed in this article. A synthesis of models based on mathematical filter equations is carried out in order to make comparisons with the proposed model. Reference is also made to the methodology of adjustment and calibration of the PLR models based on the recession curves of the real hydrographs. The models are tested with the continuous register of a basin located in the northeast of Spain. The simulations are carried out with two reservoir models (2R models), three reservoirs (3R models) and with a mathematical filter model to compare the results. With the results of the models, flow duration curves (FDCs) and storage duration curves (SDCs) were elaborated, thus allowing assessment of the origin of the water resources of the basin, a guarantee of their regulation and availability, the dynamic storage in the catchment, residence times and other features. Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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13 pages, 1262 KiB  
Article
Comparison of Algorithms for the Optimal Location of Control Valves for Leakage Reduction in WDNs
by Enrico Creaco 1 and Giuseppe Pezzinga 2,*
1 Dipartimento di Ingegneria Civile e Architettura, Università di Pavia, via Ferrata 3, 27100 Pavia, Italy
2 Dipartimento di Ingegneria Civile e Architettura, Università di Catania, via Santa Sofia 64, 95123 Catania, Italy
Water 2018, 10(4), 466; https://doi.org/10.3390/w10040466 - 12 Apr 2018
Cited by 17 | Viewed by 3145
Abstract
The paper presents the comparison of two different algorithms for the optimal location of control valves for leakage reduction in water distribution networks (WDNs). The former is based on the sequential addition (SA) of control valves. At the generic step Nval of [...] Read more.
The paper presents the comparison of two different algorithms for the optimal location of control valves for leakage reduction in water distribution networks (WDNs). The former is based on the sequential addition (SA) of control valves. At the generic step Nval of SA, the search for the optimal combination of Nval valves is carried out, while containing the optimal combination of Nval − 1 valves found at the previous step. Therefore, only one new valve location is searched for at each step of SA, among all the remaining available locations. The latter algorithm consists of a multi-objective genetic algorithm (GA), in which valve locations are encoded inside individual genes. For the sake of consistency, the same embedded algorithm, based on iterated linear programming (LP), was used inside SA and GA, to search for the optimal valve settings at various time slots in the day. The results of applications to two WDNs show that SA and GA yield identical results for small values of Nval. When this number grows, the limitations of SA, related to its reduced exploration of the research space, emerge. In fact, for higher values of Nval, SA tends to produce less beneficial valve locations in terms of leakage abatement. However, the smaller computation time of SA may make this algorithm preferable in the case of large WDNs, for which the application of GA would be overly burdensome. Full article
(This article belongs to the Special Issue Advances in Water Distribution Networks)
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19 pages, 30292 KiB  
Article
Anomalies in Moisture Supply during the 2003 Drought Event in Europe: A Lagrangian Analysis
by Milica Stojanovic, Anita Drumond, Raquel Nieto and Luis Gimeno *
Environmental Physics Laboratory (EPhysLab), Facultade de Ciencias, Universidade de Vigo, 32004 Ourense, Spain
Water 2018, 10(4), 467; https://doi.org/10.3390/w10040467 - 12 Apr 2018
Cited by 19 | Viewed by 4839
Abstract
In the last few decades, many studies have identified an increasing number of natural hazards associated with extreme precipitation and drought events in Europe. During the 20th century, the climate in Central Europe and the Mediterranean region was characterised by an overall temperature [...] Read more.
In the last few decades, many studies have identified an increasing number of natural hazards associated with extreme precipitation and drought events in Europe. During the 20th century, the climate in Central Europe and the Mediterranean region was characterised by an overall temperature increase, and the beginning of the 21st century has been marked by severe and prolonged drought events. The aim of this study is to analyse variations in the moisture supply during the 2003 drought episode that affected large portions of Europe. In order to better characterise the evolution of the episodes across the continent, separate analyses were performed for two spatial domains: Central Europe and the Mediterranean region. These regions were defined according to the 5th Intergovernmental Panel on Climate Change Assessment Report. For both regions, this drought episode was most severe from 1980 to 2015, according to the one-month Standardised Precipitation Evapotranspiration Index (SPEI-1) analysis, which was conducted using monthly precipitation and potential evapotranspiration data from the Climate Research Unit. Analyses of precipitation, potential evapotranspiration, pressure velocity at 500 hPa, and vertically integrated moisture flux were conducted to characterise the anomalous patterns over the regions during the event. A Lagrangian approach was then applied in order to investigate possible continental-scale changes in the moisture supply over the Central European and Mediterranean regions during 2003. This approach is based on the FLEXible PARTicle (FLEXPART) dispersion model, integrated with data from the European Centre for Medium-Range Weather Forecasts (ECMWF): the ECMWF Re-Analysis ERA-Interim. The results indicate that anomalous subsidence, increased evapotranspiration, and reduced precipitation predominated over both regions during the episode. The most intense reduction in the moisture supply over Central Europe was registered for the Mediterranean Sea (MDS) and the Central European region, while for the Mediterranean region, most intense reduction in the moisture supply was observed in the MDS and—in minor-scale—Gibraltar regions. Full article
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17 pages, 16230 KiB  
Article
Estimation of the Source Apportionment of Phosphorus and Its Responses to Future Climate Changes Using Multi-Model Applications
by Jian Sha 1, Zhong-Liang Wang 1,*, Rui Lu 2,*, Yue Zhao 2, Xue Li 1 and Yun-Tao Shang 1
1 Tianjin Key Laboratory of Water Resources and Environment, Tianjin Normal University, Tianjin 300387, China
2 Department of Water Environment Planning, Chinese Academy for Environmental Planning, Beijing 100012, China
Water 2018, 10(4), 468; https://doi.org/10.3390/w10040468 - 12 Apr 2018
Cited by 3 | Viewed by 2593
Abstract
The eutrophication issue in the Yangtze Basin was considered, and the phosphorus loads from its tributary, the Modaoxi River, were estimated. The phosphorus flux and source apportionment of the Modaoxi River watershed were modeled and quantified, and their changes with respect to future [...] Read more.
The eutrophication issue in the Yangtze Basin was considered, and the phosphorus loads from its tributary, the Modaoxi River, were estimated. The phosphorus flux and source apportionment of the Modaoxi River watershed were modeled and quantified, and their changes with respect to future projected climate scenarios were simulated with multiple model applications. The Regional Nutrient Management (ReNuMa) model based on Generalized Watershed Loading Functions (GWLF) was employed as a tool to model the hydrochemical processes of the watershed and thereby estimate the monthly streamflow and the phosphorus flux as well as its source apportionment. The Long Ashton Research Station Weather Generator (LARS-WG) was used to predict future daily weather data through the statistical downscaling of the general circulation model (GCM) outputs based on projected climate scenarios. The synthetic time series of daily precipitation and temperatures generated by LARS-WG were further used as input data for ReNuMa to estimate the responses of the watershed hydrochemical processes to future changed climate conditions. The results showed that both models could be successfully applied and that the future wetter and warmer climate trends would have generally positive impacts on the watershed phosphorus yields, with greater contributions coming from runoff. These results could provide valuable support for local water environmental management. Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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23 pages, 24999 KiB  
Article
Effect of the Junction Angle on Turbulent Flow at a Hydraulic Confluence
by Nadia Penna 1,*, Mauro De Marchis 2, Olga B. Canelas 3, Enrico Napoli 4, António H. Cardoso 3 and Roberto Gaudio 1
1 Dipartimento di Ingegneria Civile, Università della Calabria, 87036 Rende, Italy
2 Dipartimento di Ingegneria Civile e Ambientale, Università degli Studi di Enna ‘Kore’, 94100 Enna, Italy
3 CERIS, Instituto Superior Tecnico, Universidade de Lisboa, 1649-004 Lisbon, Portugal
4 Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale, dei Materiali, Università degli Studi di Palermo, 90133 Palermo, Italy
Water 2018, 10(4), 469; https://doi.org/10.3390/w10040469 - 12 Apr 2018
Cited by 32 | Viewed by 5999
Abstract
Despite the existing knowledge concerning the hydrodynamic processes at river junctions, there is still a lack of information regarding the particular case of low width and discharge ratios, which are the typical conditions of mountain river confluences. Aiming at filling this gap, laboratory [...] Read more.
Despite the existing knowledge concerning the hydrodynamic processes at river junctions, there is still a lack of information regarding the particular case of low width and discharge ratios, which are the typical conditions of mountain river confluences. Aiming at filling this gap, laboratory and numerical experiments were conducted, comparing the results with literature findings. Ten different confluences from 45 to 90 were simulated to study the effects of the junction angle on the flow structure, using a numerical code that solves the 3D Reynolds Averaged Navier-Stokes (RANS) equations with the k- ϵ turbulence closure model. The results showed that the higher the junction angle, the wider and longer the retardation zone at the upstream junction corner and the separation zone, and the greater the flow deflection at the entrance of the tributary into the post-confluence channel. Furthermore, it was shown that the maximum streamwise velocity does not necessarily increase with the junction angle and that it is not always located in the contraction section. Full article
(This article belongs to the Special Issue Turbulence in River and Maritime Hydraulics)
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18 pages, 14858 KiB  
Article
Low Flow Regimes of the Tarim River Basin, China: Probabilistic Behavior, Causes and Implications
by Peng Sun 1,2,3, Qiang Zhang 3,4,5,*, Rui Yao 1,2, Vijay P. Singh 6 and Changqing Song 3,4,5,*
1 College of Geography and Tourism, Anhui Normal University, Wuhu 241002, China
2 Anhui Key Laboratory of Natural Disaster Process and Prevention, Wuhu 241002, China
3 Key Laboratory of Environmental Change and Natural Disaster, Ministry of Education, Beijing Normal University, Beijing 100875, China
4 State Key Laboratory of Earth Surface Processes and Resource Ecology, Beijing Normal University, Beijing 100875, China
5 Academy of Disaster Reduction and Emergency Management, Faculty of Geographical Science, Beijing Normal University, Beijing 100875, China
6 Department of Biological & Agricultural Engineering and Department of Civil and Environmental Engineering, Texas A & M University, College Station, TX 77843-2117, USA
Water 2018, 10(4), 470; https://doi.org/10.3390/w10040470 - 12 Apr 2018
Cited by 16 | Viewed by 6886
Abstract
Droughts are a frequent occurrence in Xinjiang, China, and therefore fundamental to determining their hydrologic characteristics is low flow analysis. To that end, 11 probability distribution functions and 26 copulas functions were employed to analyze the changing characteristics of low flow regime (defined [...] Read more.
Droughts are a frequent occurrence in Xinjiang, China, and therefore fundamental to determining their hydrologic characteristics is low flow analysis. To that end, 11 probability distribution functions and 26 copulas functions were employed to analyze the changing characteristics of low flow regime (defined as seven-day low flow) of the Tarim River Basin. Results indicated that: (1) The Wakeby distribution satisfactorily described the probabilistic behavior of the low flow regime. According to Akaike Information Criterion (AIC), Bayesian Information Criterions (BIC), maximum likelihood, and other residual-based metrics, Tawn copula, Farlie–Gumbel–Morgenstern copula and Frank copula were the best choice and used in this current study. (2) After 1987, hydrological droughts of longer return periods were prone to higher occurrence frequency. (3) The low flow volume has been increasing in recent years due to the temperature-induced increase of snowmelt and increasing precipitation. However, hydrological droughts can be expected to occur due to the massive increase in water demand from the development of irrigated agriculture, increasing arable land and livestock farming. As a result, the water shortage in the lower Tarim River Basin will be increasingly severe under the influence of climate change and human activities. To alleviate the shortage would call for the development of water-saving agricultural irrigation, water-saving technology, conservation of eco-environment and sustainable development of local socio-economy. Full article
(This article belongs to the Special Issue Impact of Climate on Hydrological Extremes)
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18 pages, 5218 KiB  
Article
Probability Analysis of the Water Table and Driving Factors Using a Multidimensional Copula Function
by Qiying You 1,2,3,*, Yan Liu 1,3 and Zhao Liu 1,3
1 School of Environmental Science and Engineering, Chang’an University, 126Yanta Road, Xi’an 710054, China
2 College of Science, Chang’an University, Xi’an 710064, China
3 Key Laboratory of Subsurface Hydrology and Ecological Effects in Arid Ministry of Education, Chang’an University, 126Yanta Road, Xi’an 710054, China
Water 2018, 10(4), 472; https://doi.org/10.3390/w10040472 - 12 Apr 2018
Cited by 8 | Viewed by 4536
Abstract
The relationship between the water table and driving factors is a reliable theoretical reference for the reasonable planning of surface water resources and the water table. Previous research has neglected the distribution and probabilities of the water table. However, this paper analyzes the [...] Read more.
The relationship between the water table and driving factors is a reliable theoretical reference for the reasonable planning of surface water resources and the water table. Previous research has neglected the distribution and probabilities of the water table. However, this paper analyzes the relationship between the water table and driving factors from a statistical perspective by correcting the variables and introducing the Kernel Distribution Estimation and the Copula Function. The average data of the buried depth of the phreatic water, annual irrigation volume of the surface water, and precipitation in the Jinghui Irrigation District in China from 1977 to 2013 were adopted. We precisely obtained the two-dimensional (2D) and three-dimensional (3D) Joint Distribution Function of each driving factor and the marginal distribution of the water table, calculate the conditional probability in different ranges, and exactly predict the design value of surface water irrigation giving set conditions. Eventually, we emphasize the importance of probability analysis and prediction in groundwater planning. Full article
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18 pages, 5127 KiB  
Article
The Damage Assessment of Flood Risk Transfer Effect on Surrounding Areas Arising from the Land Development in Tainan, Taiwan
by Song-Yue Yang 1, Ming-Hsiu Chan 1,*, Che-Hao Chang 2 and Ling-Fang Chang 3
1 Water Resources Planning Institute, Water Resources Agency, Ministry of Economic Affairs, Taichung 41350, Taiwan
2 Department of Civil Engineering, National Taipei University of Technology, Taipei 10608, Taiwan
3 Agricultural Engineering Research Center, Taoyuan 32061, Taiwan
Water 2018, 10(4), 473; https://doi.org/10.3390/w10040473 - 12 Apr 2018
Cited by 12 | Viewed by 4458
Abstract
The development with filling method might increase the flood risk and damage in the surrounding areas, especially in low-lying areas. The objective of this study was to develop a methodology to assess the damage of flood risk transfer effect on surrounding areas. We [...] Read more.
The development with filling method might increase the flood risk and damage in the surrounding areas, especially in low-lying areas. The objective of this study was to develop a methodology to assess the damage of flood risk transfer effect on surrounding areas. We studied a development located in Tainan, Taiwan and applied a SOBEK model to analyze the transfer effect of flood risk, and calculated the amount of loss in the surrounding land. After land development, the risk of flooding in the development zone declined. However, the risk of flooding in the southern area of the development zone increased. The development of land changed the original decentralized drainage system to centralized drainage system. The peak outflow discharge of surface runoff increased so much that it was more than the flow capacity of the downstream channel. This resulted in transferring the flood risk to the surrounding areas. Direct losses due to floods for industrial, commercial, residential, and agricultural lands as well as public facilities were calculated by the flood damage curves. Indirect losses were estimated using the industry-related model. The expected annual damages before and after land development in the southern area of the development zone were NT$ 6.38 million and NT$ 7.39 million, showing that the expected annual damage was increased by NT$ 1.01 million after land development. Full article
(This article belongs to the Section Urban Water Management)
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17 pages, 21359 KiB  
Article
Improvement of Two Evapotranspiration Estimation Models Using a Linear Spectral Mixture Model over a Small Agricultural Watershed
by Gen Li 1,2, Yuanshu Jing 3,*, Yihua Wu 4 and Fangmin Zhang 3
1 Collaborative Innovation Center on Forecast and Evaluation of Meteorological Disasters/Key Laboratory of Meteorological Disaster, Ministry of Education, Nanjing 210044, China
2 Tianjing Climate Center, Tianjing 300074, China
3 Jiangsu Key Laboratory of Agricultural Meteorology, College of Applied Meteorology, Nanjing University of Information Science and Technology, Nanjing 210044, China
4 IMSG at NCEP/EMC, College Park, MD 20740, USA
Water 2018, 10(4), 474; https://doi.org/10.3390/w10040474 - 12 Apr 2018
Cited by 8 | Viewed by 3071
Abstract
Accurately measuring regional evapotranspiration (ET) is of great significance for studying global climate change, regional hydrological cycles, and surface energy balance. However, estimating regional ET from mixed vegetation types is still challenging. In this study, the Surface Energy Balance Algorithm for Land (SEBAL) [...] Read more.
Accurately measuring regional evapotranspiration (ET) is of great significance for studying global climate change, regional hydrological cycles, and surface energy balance. However, estimating regional ET from mixed vegetation types is still challenging. In this study, the Surface Energy Balance Algorithm for Land (SEBAL) and the Surface Energy Balance System (SEBS) models were applied to estimate surface ET in a small agricultural watershed. Landsat8 satellite images were used as input data to the single-source models. The two models were validated at single point and ecosystem scales. The results showed that both models overestimated ET observations in paddy fields and orange groves but underestimated them in dry farmland. The error was mainly caused by the heterogeneity of the mixed pixels. The linear spectral mixture model and a set of equations were introduced to reduce the simulation error. The revised results showed that the relative precision of SEBAL was improved by 9.87% and 10.06%, respectively. This research is expected to provide new ideas for future development of accurate remote-sensing ET estimations on heterogeneous surfaces. Full article
(This article belongs to the Section Water Use and Scarcity)
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12 pages, 784 KiB  
Article
Predictive Uncertainty Estimation in Water Demand Forecasting Using the Model Conditional Processor
by Amos O. Anele 1,*, Ezio Todini 2, Yskandar Hamam 1,3 and Adnan M. Abu-Mahfouz 1,4
1 Department of Electrical Engineering, Tshwane University of Technology, Pretoria 0001, South Africa
2 Italian Hydrological Society, Piazza di Porta San Donato 1, 40126 Bologna, Italy
3 École Supérieure d’Ingénieurs en Électrotechnique et Électronique, Cité Descartes, 2 Boulevard Blaise Pascal, 93160 Noisy-le-Grand, Paris, France
4 Council for Scientific and Industrial Research, Meraka Institute, Pretoria 0001, South Africa
Water 2018, 10(4), 475; https://doi.org/10.3390/w10040475 - 12 Apr 2018
Cited by 14 | Viewed by 4746
Abstract
In a previous paper, a number of potential models for short-term water demand (STWD) prediction have been analysed to find the ones with the best fit. The results obtained in Anele et al. (2017) showed that hybrid models may be considered as the [...] Read more.
In a previous paper, a number of potential models for short-term water demand (STWD) prediction have been analysed to find the ones with the best fit. The results obtained in Anele et al. (2017) showed that hybrid models may be considered as the accurate and appropriate forecasting models for STWD prediction. However, such best single valued forecast does not guarantee reliable and robust decisions, which can be properly obtained via model uncertainty processors (MUPs). MUPs provide an estimate of the full predictive densities and not only the single valued expected prediction. Amongst other MUPs, the purpose of this paper is to use the multi-variate version of the model conditional processor (MCP), proposed by Todini (2008), to demonstrate how the estimation of the predictive probability conditional to a number of relatively good predictive models may improve our knowledge, thus reducing the predictive uncertainty (PU) when forecasting into the unknown future. Through the MCP approach, the probability distribution of the future water demand can be assessed depending on the forecast provided by one or more deterministic forecasting models. Based on an average weekly data of 168 h, the probability density of the future demand is built conditional on three models’ predictions, namely the autoregressive-moving average (ARMA), feed-forward back propagation neural network (FFBP-NN) and hybrid model (i.e., combined forecast from ARMA and FFBP-NN). The results obtained show that MCP may be effectively used for real-time STWD prediction since it brings out the PU connected to its forecast, and such information could help water utilities estimate the risk connected to a decision. Full article
(This article belongs to the Section Urban Water Management)
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11 pages, 14181 KiB  
Article
Assessment of Nitrate in Wells and Springs in the North Central Ethiopian Highlands
by Adugnaw T. Akale 1, Mamaru A. Moges 1,2, Dessalegn C. Dagnew 1,3, Seifu A. Tilahun 1,2 and Tammo S. Steenhuis 1,2,4,*
1 Faculty of Civil and Water Resources Engineering, Bahir Dar Institute of Technology, Bahir Dar University, P.O. Box 26, Bahir Dar, Ethiopia
2 Blue Nile Water Institute, Bahir Dar University, P.O. Box 79, Bahir Dar, Ethiopia
3 Institute of Disaster Risk Management and Food Security Studies, Bahir Dar University, P.O. Box 5501, Bahir Dar, Ethiopia
4 Department of Biological and Environmental Engineering, Cornell University, Ithaca, NY 14853, USA
Water 2018, 10(4), 476; https://doi.org/10.3390/w10040476 - 13 Apr 2018
Cited by 17 | Viewed by 5654
Abstract
Under the auspices of the UN Millennium Development Goals, access to safe drinking water in the developing world, including the Ethiopian highlands, has improved greatly. However, in many cases, it is not known how safe the water is. With the intensification of agriculture [...] Read more.
Under the auspices of the UN Millennium Development Goals, access to safe drinking water in the developing world, including the Ethiopian highlands, has improved greatly. However, in many cases, it is not known how safe the water is. With the intensification of agriculture and increasing applications of fertilizers, high levels of nitrate are a concern. The objective of this study is to assess the nitrate levels in drinking water supply systems. To assess nitrate levels, we sampled 213 water supply points in a 4880 km2 area in the northwest Ethiopian highlands. The results show that the average concentration was below the World Health Organization (WHO) health standard of 10 mg N-NO3/L. The average concentration in wells was 3.3 mg N-NO3/L and in springs was 1.8 mg N-NO3/L. Only in three wells, that were in agricultural cropped areas, was the WHO standard exceeded. Wells in the agricultural fields had an average nitrate concentration of 3.6 mg N-NO3/L, which was almost twice that on grazing land and four times that in upland wells. Spatially, the groundwater nitrate concentrations were greater in the moderately sloped parts of the study area where agriculture was intensive and denitrification limited. Thus, although current nitrate levels are safe, in the future, the nitrate concentration could exceed the WHO health standard when fertilizer use increases. Full article
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15 pages, 15538 KiB  
Article
Assessment of Near-Term Runoff Response at a River Basin Scale in Central Vietnam Using Direct CMIP5 High-Resolution Model Outputs
by Do Hoai Nam 1,*, Phan Cao Duong 2, Duong Hai Thuan 3, Dang Thanh Mai 4 and Nguyen Quoc Dung 5
1 Hydraulic Construction Institute, Vietnam Academy for Water Resources, Hanoi 116830, Vietnam
2 Graduate School of Life & Environmental Sciences, University of Tsukuba, Tsukuba 305-8577, Japan
3 LEGOS Lab, Toulouse University, 31013 Toulouse, France
4 National Centre for Hydro-Meteorological Forecasting, Hanoi 117000, Vietnam
5 Hydraulic Construction Institute, Vietnam Academy for Water Resources, Hanoi 116830, Vietnam
Water 2018, 10(4), 477; https://doi.org/10.3390/w10040477 - 13 Apr 2018
Cited by 6 | Viewed by 3451
Abstract
Global warming is becoming more serious and causing changes in rainfall pattern and runoff regime in most river basins. Exploration of the changes will help develop appropriate management and adaptation strategies. This study presents an assessment of changes in rainfall and runoff in [...] Read more.
Global warming is becoming more serious and causing changes in rainfall pattern and runoff regime in most river basins. Exploration of the changes will help develop appropriate management and adaptation strategies. This study presents an assessment of changes in rainfall and runoff in the upper Thu Bon River basin in central Vietnam in the near-term (2026–2035) climate using direct Coupled Model Intercomparison Project Phase 5 (CMIP5) high-resolution model outputs. A nearly calibration-free parameter rainfall–runoff model was employed to explore the runoff response in the study basin. Most model simulations have detected greater decreases in the near-term runoff in the dry season compared with those of any preceding decades in the baseline (1979–2008) climate, though the rainfall in this period is expected to increase slightly. Meanwhile, monsoonal season flooding has the potential to become more severe, and Japanese models project further increase in the intensity of such extreme weather events. The results also indicate that the treatment of the model physical parameterization schemes tends to contribute more sensitivity to the future projections. Full article
(This article belongs to the Section Hydrology)
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15 pages, 3707 KiB  
Article
Longitudinal Dispersion in Straight Open Channels: Anomalous Breakthrough Curves and First-Order Analytical Solution for the Depth-Averaged Concentration
by Marilena Pannone 1,*, Domenica Mirauda 1, Annamaria De Vincenzo 1 and Bruno Molino 2
1 School of Engineering, University of Basilicata, 85100 Potenza, Italy
2 Department of Biosciences and Territory, University of Molise, 86100 Campobasso, Italy
Water 2018, 10(4), 478; https://doi.org/10.3390/w10040478 - 13 Apr 2018
Cited by 5 | Viewed by 3785
Abstract
A first-order analytical solution is proposed for the actual depth-averaged concentration of tracers in shallow river flows in the presence of large Peclet numbers (defined as the ratio of section-averaged velocity times channel width to turbulent diffusion coefficient). The solution shows how complete [...] Read more.
A first-order analytical solution is proposed for the actual depth-averaged concentration of tracers in shallow river flows in the presence of large Peclet numbers (defined as the ratio of section-averaged velocity times channel width to turbulent diffusion coefficient). The solution shows how complete transverse mixing is never achieved due to the typical shape of the velocity and diffusion coefficient profile, which alternatively tend—depending on the downstream location of the cross-section—to concentrate the mass at the centre or at the boundaries of the cross-section itself. The first-order analytical solution proves to be consistent with the results of Lagrangian numerical simulations based on real-field input data, which show how the solute mass breakthrough curves always exhibit anomalous behaviour and a considerable and persistent delay when compared with those that are analytically obtained by assuming a truly one-dimensional process. Full article
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16 pages, 20589 KiB  
Article
Effect of Variations in Long-Duration Rainfall Intensity on Unsaturated Slope Stability
by Hsin-Fu Yeh * and Yi-Jin Tsai
Department of Resources of Engineering, National Cheng Kung University, Tainan 701, Taiwan
Water 2018, 10(4), 479; https://doi.org/10.3390/w10040479 - 13 Apr 2018
Cited by 10 | Viewed by 5998
Abstract
In recent years, many scientific methods have been used to prove that the Earth’s climate is changing. Climate change can affect rainfall patterns, which can in turn affect slope safety. Therefore, this study analyzed the effects of climate change on rainfall patterns from [...] Read more.
In recent years, many scientific methods have been used to prove that the Earth’s climate is changing. Climate change can affect rainfall patterns, which can in turn affect slope safety. Therefore, this study analyzed the effects of climate change on rainfall patterns from the perspective of rainfall intensity. This analysis was combined with numerical model analysis to examine the rainfall patterns of the Zengwen reservoir catchment area and its effects on slope stability. In this study, the Mann–Kendall test and the Theil–Sen estimator were used to analyze the rainfall records of rainfall stations at Da-Dong-Shan, Ma-To-Shan, and San-Jiao-Nan-Shan. The rainfall intensity of the Zengwen reservoir catchment area showed an increasing trend from 1990–2016. In addition, the analysis results of rainfall intensity trends were used for qualitative analysis of seepage and slope stability. The trend analysis result showed that in the future, from 2017–2100, if the amount of rainfall per hour continues to rise at about 0.1 mm per year, the amount of seepage will increase at the slope surface boundary and significantly change pore water pressure in the soil. As a result, the time of the occurrence of slope instability after the start of rainfall will decrease from 20 to 13 h, and the reduction in the safety coefficient will increase from 32 to 41%. Therefore, to decrease the effects of slope disasters on the safety of the Zengwen reservoir and its surrounding areas, changes in rainfall intensity trends should be considered for slope safety in this region. However, the results of trend analyses were weak and future research is needed using a wider range of precipitation data and detailed hydrological analysis to better predict rainfall pattern variations. Full article
(This article belongs to the Special Issue Landslide Hydrology)
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15 pages, 34428 KiB  
Article
Characterization of the Infiltration Capacity of Porous Concrete Pavements with Low Constant Head Permeability Tests
by Valerio C. Andres-Valeri 1, Luis Juli-Gandara 2, Daniel Jato-Espino 1 and Jorge Rodriguez-Hernandez 1,*
1 GITECO Research Group, Civil Engineering School, Universidad de Cantabria, 39005 Santander, Spain
2 GCS Research Group, Civil Engineering School, Universidad de Cantabria, 39005 Santander, Spain
Water 2018, 10(4), 480; https://doi.org/10.3390/w10040480 - 14 Apr 2018
Cited by 21 | Viewed by 7062
Abstract
Porous concrete (PC) has been extensively used as a surface layer in permeable pavements. The effectiveness of this material in managing stormwater runoff depends not only on subsurface storage, but on infiltration capacity during rainfall events. A variety of tests have been traditionally [...] Read more.
Porous concrete (PC) has been extensively used as a surface layer in permeable pavements. The effectiveness of this material in managing stormwater runoff depends not only on subsurface storage, but on infiltration capacity during rainfall events. A variety of tests have been traditionally used for assessing their infiltration capacity, however, there is still uncertainty about whether these tests produce representative performance results under real conditions. This study aims to propose a methodology based on saturated and unsaturated low constant head (LCH) permeability tests, in order to characterize in detail the infiltration performance of PC materials during storm events and predict their infiltration behavior over time. To this end, three different infiltration tests were performed on PC specimens, both in newly built conditions and after being clogged. These experiments included unsaturated LCH, Laboratorio Caminos Santander (LCS) (one falling head permeameter) and saturated LCH tests. The results achieved were analyzed to describe the infiltration performance of the PC pavements tested. Finally, the correlation between the results obtained from on-site tests and laboratory scale devices was studied, providing the regression equations required to apply the infiltration models developed with easily measurable parameters. Consequently, the outputs of this research showed the suitability of the proposed methodology for assessing the infiltration behavior of PC pavements during storm events. Full article
(This article belongs to the Special Issue Permeable Pavements and Their Role in Sustainable Urban Development)
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17 pages, 42128 KiB  
Article
Willingness to Pay for Improved Water Services in Mining Regions of Developing Economies: Case Study of a Coal Mining Project in Thar Coalfield, Pakistan
by Hina Aslam 1,2,3,*, Jian Liu 1,3,4, Abeer Mazher 5, Dagne Mojo 1,2, Imran Muhammad 6 and Chao Fu 1,2
1 Key Laboratory of Ecosystem Network Observation and Modeling, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences, 11A Datun Road, Chaoyang District, Beijing 100101, China
2 International Ecosystem Management Partnership, United Nations Environment Programme, Beijing 100101, China
3 University of Chinese Academy of Sciences, No. 19 Yuquan Road, Beijing 100049, China
4 Ecosystem Division, United Nations Environment, P.O. Box 30552-00100 Nairobi, Kenya
5 CSIRO, Deep Earth Imaging-Future Science Platform, Perth 6151, Australia
6 Institute of Geo-Information & Earth Observation, PMAS Arid Agriculture University, Rawalpindi 46300, Pakistan
Water 2018, 10(4), 481; https://doi.org/10.3390/w10040481 - 14 Apr 2018
Cited by 12 | Viewed by 9316
Abstract
Local communities in mining regions are vulnerable to water scarcity risks caused by extensive mining and changing climate. To mitigate such risks, we adopt a non-market valuation of low income communities’ preferences for improved access to water services, as an effort to develop [...] Read more.
Local communities in mining regions are vulnerable to water scarcity risks caused by extensive mining and changing climate. To mitigate such risks, we adopt a non-market valuation of low income communities’ preferences for improved access to water services, as an effort to develop pro-poor policies that bring long-term water security and benefits to the local people. Using data collected from 268 households from the mining site in the Thar coalfield (Pakistan), we examine the household willingness to pay (WTP) for all major uses based on hypothetical policy scenarios. Results show that the mean WTP was estimated to be PKR 3921 (USD 38) for risk averting services (S1) and PKR 4927 (USD 48.13) for domestic pipelines and more decentralized water systems (S2) per month. We found that the mean WTP for S1 is 11.8% and for S2 is 16.6% more than the existing water-related expenditures of households. Age of household head, income level, project employment, livestock, farm income, and water quality are the significant factors influencing their WTP. These findings provide empirical evidence to policymakers and resource managers to implement cost-effective water management plans that provide multiple ecosystem service benefits, thereby potentially aiding pro-poor and sustainable economic growth in mining regions. Full article
(This article belongs to the Special Issue Water Stewardship in Mining Regions)
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16 pages, 15118 KiB  
Article
Effects of Bank Vegetation and Incision on Erosion Rates in an Urban Stream
by Emily Arnold and Laura Toran *
Department of Earth and Environmental Science, Temple University, Philadelphia, PA 19122, USA
Water 2018, 10(4), 482; https://doi.org/10.3390/w10040482 - 14 Apr 2018
Cited by 21 | Viewed by 6469
Abstract
Changing land-use associated with urbanization has resulted in shifts in riparian assemblages, stream hydraulics, and sediment dynamics leading to the degradation of waterways. To combat degradation, restoration and management of riparian zones is becoming increasingly common. However, the relationship between flora, especially the [...] Read more.
Changing land-use associated with urbanization has resulted in shifts in riparian assemblages, stream hydraulics, and sediment dynamics leading to the degradation of waterways. To combat degradation, restoration and management of riparian zones is becoming increasingly common. However, the relationship between flora, especially the influence of invasive species, on sediment dynamics is poorly understood. Bank erosion and turbidity were monitored in the Tookany Creek and its tributary Mill Run in the greater Philadelphia, PA region. To evaluate the influence of the invasive species Reynoutria japonica (Japanese knotweed) on erosion, reaches were chosen based on their riparian vegetation and degree of incision. Bank pins and turbidity loggers were used to estimate sediment erosion. Erosion calculations based on bank pins suggest greater erosion in reaches dominated by knotweed than those dominated by trees. For a 9.5-month monitoring period, there was 29 cm more erosion on banks that were also incised, and 9 cm more erosion in banks with little incision. Turbidity responses to storm events were also higher (77 vs. 54 NTU (nephelometric turbidity unit)) in reaches with knotweed, although this increase was found when the reach dominated by knotweed was also incised. Thus, this study linked knotweed to increased erosion using multiple methods. Full article
(This article belongs to the Special Issue Streambank Erosion: Monitoring, Modeling and Management)
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15 pages, 35538 KiB  
Article
An Integrated Method for Accounting for Water Environmental Capacity of the River–Reservoir Combination System
by Fen Zhao 1, Chunhui Li 1,*, Libin Chen 2 and Yuan Zhang 3,*
1 Ministry of Education Key Lab of Water and Sand Science, School of Environment, Beijing Normal University, Beijing 100875, China.
2 College of Resources and Environment, Yangtze University, Wuhan, 430100 China
3 Sate Key Laboratory of Environmental Criteria and Risk Assessment, Chinese Research Academy of Environmental Sciences, Beijing 100012, China
Water 2018, 10(4), 483; https://doi.org/10.3390/w10040483 - 14 Apr 2018
Cited by 11 | Viewed by 4079
Abstract
The security of drinking water is a serious issue in China and worldwide. As the backup source of drinking water for the Changde City in China, the Huangshi Reservoir suffers from the threat of eutrophication due to the water quality of the reservoir [...] Read more.
The security of drinking water is a serious issue in China and worldwide. As the backup source of drinking water for the Changde City in China, the Huangshi Reservoir suffers from the threat of eutrophication due to the water quality of the reservoir ecosystem being affected by the tributaries that carry Non-Point Source (NPS) pollutants. The calculation of the water environmental capacity (WEC) can provide a scientific basis for water pollution control, which refers to the maximum amount of pollutants that the water can accommodate. In this paper, according to the hydrological characteristics of the river–reservoir combination system, a one-dimensional (1-D) water quality model and the Environmental Fluid Dynamics Code (EFDC) model were chosen to calculate the water environmental capacity of each functional zone in this basin. The quantity control of pollution from the tributaries was conducted based on the combined results of the water environmental capacity calculation from the EFDC model and a one-dimensional (1-D) river water quality model. The results show that total water environmental capacity of the tributaries included a chemical oxygen demand (COD) of 421.97 tons; ammonia nitrogen (NH3-N) of 40.99 tons; total nitrogen (TN) of 35.94 tons; and total phosphorus (TP) of 9.54 tons. The water environmental capacity of the Huangshi Reservoir region accounts for more than 93% of the total capacity. The reduction targets of the major pollutants in the Huangshi Reservoir and its four major input rivers, which are, namely, the Bamao River, the Longtan River, the Fanjiafang River, and the Dongtan River, have been determined to achieve the water quality objectives for the reservoir in 2020 and 2025. The results will be helpful for the local water quality management and will provide a valuable example for other similar water source reservoirs. Full article
(This article belongs to the Special Issue Adaptive Catchment Management and Reservoir Operation)
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23 pages, 11896 KiB  
Article
Choosing a Water Distribution Pipe Rehabilitation Solution Using the Analytical Network Process Method
by Ioan Așchilean 1 and Ioan Giurca 2,*
1 SC ACI Cluj SA, Avenue Dorobantilor, No. 70, Cluj-Napoca 400609, Romania
2 Faculty of Building Services Engineering, Technical University of Cluj-Napoca, Boulevard December 21, No. 128-130, Cluj-Napoca 400604, Romania
Water 2018, 10(4), 484; https://doi.org/10.3390/w10040484 - 15 Apr 2018
Cited by 28 | Viewed by 7443
Abstract
One of the major challenges faced by water companies around the world is the high level of water losses in distribution networks. This research paper presents a case study on the choice of the best technical solution for the rehabilitation of the water [...] Read more.
One of the major challenges faced by water companies around the world is the high level of water losses in distribution networks. This research paper presents a case study on the choice of the best technical solution for the rehabilitation of the water distribution network pipelines of Cluj-Napoca City, Romania. The analytical network process (ANP) method was used as the selection method, and calculations were performed using the Super Decisions 2.6.0 software. In the case study, five alternatives were analyzed based on seven criteria. The criteria taken into account in the decision-making included pipe diameter, pipe length, specific accomplishment duration, lifespan, pressure losses, price, and installation conditions, while the following methods were considered as rehabilitation alternatives: Compact Pipe, Slipline, Subline, Swagelining, and Pilot Pipe. Based on the highest global priority, we recommend choosing the Subline alternative as the method of rehabilitating water distribution pipes from asbestos cement pipes in the case of Cluj-Napoca City, Romania. Full article
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20 pages, 16942 KiB  
Article
Prokaryotic Community Composition Affected by Seasonal Changes in Physicochemical Properties of Water in Peat Bog Lakes
by Sylwia Lew 1,*, Katarzyna Glińska-Lewczuk 2 and Aleksandra Ziembińska-Buczyńska 3
1 Department of Microbiology and Mycology, University of Warmia and Mazury in Olsztyn, Oczapowskiego str. 1a, 10-719 Olsztyn, Poland
2 Department of Water Resources, Climatology and Environmental Management, University of Warmia and Mazury in Olsztyn, Plac Łódzki 2, 10-719 Olsztyn, Poland
3 Environmental Biotechnology Department, Silesian University of Technology, Akademicka 2, 44-100 Gliwice, Poland
Water 2018, 10(4), 485; https://doi.org/10.3390/w10040485 - 16 Apr 2018
Cited by 9 | Viewed by 5039
Abstract
Based on a three-year study on the prokaryotic community composition in peat bog lakes surrounded by a floating mat of Sphagnum sp. moss in the conditions of Northeast Poland (Central Europe), we verified the relationship between 20 water parameters and main Eubacteria and [...] Read more.
Based on a three-year study on the prokaryotic community composition in peat bog lakes surrounded by a floating mat of Sphagnum sp. moss in the conditions of Northeast Poland (Central Europe), we verified the relationship between 20 water parameters and main Eubacteria and Archaea phyla for specific sites: the subsurface (pelagic zone), near-bottom (benthic zone), and the Sphagnum mat (ecotone zone). Abundance and composition of the main aquatic bacteria phyla (Alphaproteobacteria, Betaproteobacteria, Gammaproteobacteria, Deltaproteobacteria, Actinobacteria, and Cytophaga-Flavobacteria) and Archaea were associated with different combinations of physico-chemical parameters of water, and followed temporal variations of temperature, dissolved organic carbon (DOC), aromaticity, and water color. Redundancy analysis (RDA) showed that water acidity is a less significant predictor of bacterial activity; however, we have found Betaproteobacteria negatively correlated (r = −0.49, p = 0.01), while Actinobacteria positively correlated (r = 0.21, p = 0.05) to pH. This relation was the most significant in the ecotone zone. In the overall bacteria community structure Betaproteobacteria dominated (18.3%) regardless of site or season, except for winter when, at low temperatures and DOC concentrations, Actinobacteria increased to 22.9%. The Archaea fraction was uniform (11%) in seasons and sites and showed no specific preferences to physico-chemical predictors. Although the water parameters from the Sphagnum mat did not differ significantly from pelagic water, its role as a source of allochthonous organic matter is crucial for bacteria activity. The relations between peat bog lake attributes and seasonal changes in bacterial diversity demonstrated a distinct divergent pattern for each prokaryote. Obtaining results will provide support for any future evaluation of the effects of environmental variables on prokaryotic community structures in peat bog lakes. Full article
(This article belongs to the Special Issue Freshwater Quality as a Driver of Aquatic Ecosystem Health)
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8 pages, 11131 KiB  
Article
Identification and Chemical Characterization of Insoluble Contaminants in Hemodialysis Water Treatment
by Sebastian Mas 1,2,*, Jesús Egido 1,2,3, Alberto Ortiz 1,3 and Emilio Gonzalez-Parra 1,3
1 Renal, Vascular and Diabetes Laboratory, Fundacion Jimenez Diaz Research Institute (IIS-FJD), 28040 Madrid, Spain
2 Spanish Biomedical Research Centre in Diabetes and Associated Metabolic Disorders (CIBERDEM), 28029 Madrid, Spain
3 Division of Nephrology and Hypertension, IIS-Fundación Jimenez Diaz UAM, 28040 Madrid, Spain
Water 2018, 10(4), 486; https://doi.org/10.3390/w10040486 - 16 Apr 2018
Cited by 3 | Viewed by 3903 | Correction
Abstract
Product water that was used to prepare hemodialysis fluids from concentrate is purified to eliminate contaminants and to ensure treatment efficacy and patient safety. Thus, the dialysis fluid should be free of solid particles. Ultrafilters are used to remove any residual bacterial contaminants [...] Read more.
Product water that was used to prepare hemodialysis fluids from concentrate is purified to eliminate contaminants and to ensure treatment efficacy and patient safety. Thus, the dialysis fluid should be free of solid particles. Ultrafilters are used to remove any residual bacterial contaminants from the system. In 2014 and 2016, we received two ultrafilter samples containing particulate material from two independent dialysis centers. Malfunction of the water purification system was suspected. The insoluble solid particles that were observed in ultrafilters were studied using physical techniques of Scanning Electron microscopy and Energy Dispersive X-ray spectroscopy (EDX). Spectroscopy data gathered from electron microscopy acquisition, allowed for the characterization of the elemental composition of the contaminating particles, identifying the presence of silicon and alkaline ions not belonging to the membrane or to any component of the water purification process. This material most likely represented silicate in suspension in water, reaching the ultrafilters due to a bypass in the water purification process. In conclusion, physical analysis of macroscopic ultrafilter abnormalities may help to pinpoint the source of malfunction and to provide corrective action. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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18 pages, 22821 KiB  
Article
On-Bottom Stability Analysis of Cylinders under Tsunami-Like Solitary Waves
by Giuseppe Tripepi, Francesco Aristodemo * and Paolo Veltri
Dipartimento di Ingegneria Civile, Università della Calabria, via Bucci, cubo 42B, 87036 Arcavacata di Rende (CS), Italy
Water 2018, 10(4), 487; https://doi.org/10.3390/w10040487 - 16 Apr 2018
Cited by 17 | Viewed by 3715
Abstract
A two-dimensional (2D) laboratory investigation on the horizontal and vertical hydrodynamic forces induced by tsunami-like solitary waves on horizontal circular cylinders placed on a rigid sea bed is presented. A series of 30 physical model tests was conducted in the wave channel of [...] Read more.
A two-dimensional (2D) laboratory investigation on the horizontal and vertical hydrodynamic forces induced by tsunami-like solitary waves on horizontal circular cylinders placed on a rigid sea bed is presented. A series of 30 physical model tests was conducted in the wave channel of the University of Calabria in which a rigid circular cylinder was equipped with 12 pressure transducers placed along its external surface to determine the wave loads, with three wave gauges to record the surface elevation. The observed experimental range was characterized by the prevalence of the inertia component for the horizontal forces and of the lift component for the vertical ones. On the basis of the performance of several time-domain methods, the wave loads and the undisturbed velocity and acceleration derived from the surface elevation of the cylinder section were used to calculate the drag, lift, and horizontal and vertical inertia coefficients in the practical Morison and transverse semi-empirical equations. Full article
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15 pages, 1618 KiB  
Article
A Fuzzy Max–Min Decision Bi-Level Fuzzy Programming Model for Water Resources Optimization Allocation under Uncertainty
by Chongfeng Ren 1,2 and Hongbo Zhang 1,2,*
1 Key Laboratory of Subsurface Hydrology and Ecological Effect in Arid Region, Ministry of Education, Chang’an University, Xi’an 710054, China
2 School of Environmental Science and Engineering, Chang’an University, Xi’an 710054, China
Water 2018, 10(4), 488; https://doi.org/10.3390/w10040488 - 16 Apr 2018
Cited by 12 | Viewed by 2972
Abstract
Water competing conflict among water competing sectors from different levels should be taken under consideration during the optimization allocation of water resources. Furthermore, uncertainties are inevitable in the optimization allocation of water resources. In order to deal with the above problems, this study [...] Read more.
Water competing conflict among water competing sectors from different levels should be taken under consideration during the optimization allocation of water resources. Furthermore, uncertainties are inevitable in the optimization allocation of water resources. In order to deal with the above problems, this study developed a fuzzy max–min decision bi-level fuzzy programming model. The developed model was then applied to a case study in Wuwei, Gansu Province, China. In this study, the net benefit and yield were regarded as the upper-level and lower-level objectives, respectively. Optimal water resource plans were obtained under different possibility levels of fuzzy parameters, which could deal with water competing conflict between the upper level and the lower level effectively. The obtained results are expected to make great contribution in helping local decision-makers to make decisions on dealing with the water competing conflict between the upper and lower level and the optimal use of water resources under uncertainty. Full article
(This article belongs to the Section Urban Water Management)
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19 pages, 4376 KiB  
Article
Modeling Soil Water Dynamics and Pasture Growth in the Montado Ecosystem Using MOHID Land
by Lucian Simionesei 1,*, Tiago B. Ramos 1,*, Ana R. Oliveira 1, Marjan Jongen 1,2, Hanaa Darouich 3, Kirsten Weber 1, Vânia Proença 1, Tiago Domingos 1 and Ramiro Neves 1
1 Centro de Ciência e Tecnologia do Ambiente e do Mar (MARETEC), Instituto Superior Técnico, Universidade de Lisboa, Av. Rovisco Pais, 1, 1049-001 Lisboa, Portugal
2 Centro de Estudos Florestais (CEF), Instituto Superior de Agronomia, Universidade de Lisboa, Tapada da Ajuda, 1349-017 Lisboa, Portugal
3 Centro de Investigação em Agronomia, Alimentos, Ambiente e Paisagem (LEAF), Instituto Superior de Agronomia, Universidade de Lisboa, Tapada da Ajuda, 1349-017 Lisboa, Portugal
Water 2018, 10(4), 489; https://doi.org/10.3390/w10040489 - 16 Apr 2018
Cited by 17 | Viewed by 3881
Abstract
The southern Iberian Peninsula is characterized by evergreen oak woodlands (locally known as montado), which constitute an important savanna-type agro-silvo-pastoral ecosystem. This ecosystem is facing a progressive decline for several reasons, with the foremost being overgrazing. Better management tools are necessary to [...] Read more.
The southern Iberian Peninsula is characterized by evergreen oak woodlands (locally known as montado), which constitute an important savanna-type agro-silvo-pastoral ecosystem. This ecosystem is facing a progressive decline for several reasons, with the foremost being overgrazing. Better management tools are necessary to accurately quantify the systems’ carrying capacity and the sustainable stocking rates that prevent land degradation. The purpose of this study was to determine whether the MOHID-Land model could adequately simulate soil water dynamics and pasture growth in the montado ecosystem. The study area was located in the Alentejo region of southern Portugal. The model successfully simulated soil water contents and aboveground biomass during the 2010–2011 and 2011–2012 growing seasons, producing acceptable errors of the estimates (0.015 ≤ RMSE ≤ 0.026 cm3 cm−3; 279 ≤ RMSE ≤ 1286.5 kg ha−1), and relatively high modeling efficiencies (0.481 ≤ EF ≤ 0.882). The model was further used to simulate the same variables for a longer period (1979/2009 seasons), to account for the effect of climate variability on model estimates. Water balance and dry biomass estimates were found to be significantly different between rainfed and irrigated pastures, as well as between the ten driest and ten wettest seasons, with the model responding well to climate variability. The results showed the potential of using the MOHID-Land model for improving pasture management in the montado ecosystem. Full article
(This article belongs to the Section Water Use and Scarcity)
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16 pages, 12197 KiB  
Article
Nitrogen and Organics Removal during Riverbank Filtration along a Reclaimed Water Restored River in Beijing, China
by Weiyan Pan 1,2, Quanzhong Huang 1,3,* and Guanhua Huang 1,3
1 Chinese-Israeli International Center for Research and Training in Agriculture China Agricultural University, Beijing 100083, China
2 School of Water conservancy and Environment, University of Jinan, Jinan 250022, China
3 Center for Agricultural Water Research, China Agricultural University, Beijing 100083, China
Water 2018, 10(4), 491; https://doi.org/10.3390/w10040491 - 17 Apr 2018
Cited by 20 | Viewed by 3825
Abstract
Reclaimed water has been widely used to restore rivers and lakes in water scarce areas as well as in Beijing municipality, China. However, refilling the rivers with reclaimed water may result in groundwater pollution. A three-year field monitoring program was conducted to assess [...] Read more.
Reclaimed water has been widely used to restore rivers and lakes in water scarce areas as well as in Beijing municipality, China. However, refilling the rivers with reclaimed water may result in groundwater pollution. A three-year field monitoring program was conducted to assess the effect of a riverbank filtration (RBF) system on the removal of nitrogen and organics from the Qingyang River of Beijing, which is replenished with reclaimed water. Water samples from the river, sediment, and groundwater were collected for NO3-N, NH4-N, and chemical oxygen demand (COD) was measured. The results indicate that about 85% of NO3-N was removed from the riverbed sediments. Approximate 92% of NH4-N was removed during the infiltration of water from river to aquifer. On average, 54% of COD was removed by RBF. The attenuation of NO3-N through RBF to the groundwater varied among seasons and was strongly related to water temperature. On the other hand, no obvious temporal variability was identified in the removal of COD. These results suggest that the RBF system is an effective barrier against NO3-N, NH4-N and COD in the Qingyang River, as well as those rivers with similar geological and climatic conditions refilled with reclaimed water. Full article
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14 pages, 1250 KiB  
Article
Effect of Tidal Cycling Rate on the Distribution and Abundance of Nitrogen-Oxidizing Bacteria in a Bench-Scale Fill-and-Drain Bioreactor
by Joseph M. Battistelli 1,2, Rima B. Franklin 2,* and Aaron L. Mills 1
1 Department of Environmental Sciences, University of Virginia, Charlottesville, VA 22904, USA
2 Department of Biology, Virginia Commonwealth University, Richmond, VA 23284, USA
Water 2018, 10(4), 492; https://doi.org/10.3390/w10040492 - 17 Apr 2018
Cited by 1 | Viewed by 3016
Abstract
Most domestic wastewater can be effectively treated for secondary uses by engineered biological systems. These systems rely on microbial activity to reduce nitrogen (N) content of the reclaimed water. Such systems often employ a tidal-flow process to minimize space requirements for the coupling [...] Read more.
Most domestic wastewater can be effectively treated for secondary uses by engineered biological systems. These systems rely on microbial activity to reduce nitrogen (N) content of the reclaimed water. Such systems often employ a tidal-flow process to minimize space requirements for the coupling of aerobic and anaerobic metabolic processes. In this study, laboratory-scale tidal-flow treatment systems were studied to determine how the frequency and duration of tidal cycling may impact reactor performance. Fluorescent in situ hybridization and epifluorescence microscopy were used to enumerate the key functional groups of bacteria responsible for nitrification and anaerobic ammonium oxidation (anammox), and N-removal efficiency was calculated via a mass-balance approach. When water was cycled (i.e., reactors were filled and drained) at high frequencies (16–24 cycles day−1), nitrate accumulated in the columns—presumably due to inadequate periods of anoxia that limited denitrification. At lower frequencies, such as 4 cycles day−1, nearly complete N removal was achieved (80–90%). These fill-and-drain systems enriched heavily for nitrifiers, with relatively few anammox-capable organisms. The microbial community produced was robust, surviving well through short (up to 3 h) anaerobic periods and frequent system-wide perturbation. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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22 pages, 35524 KiB  
Article
Reference Evapotranspiration Variation Analysis and Its Approaches Evaluation of 13 Empirical Models in Sub-Humid and Humid Regions: A Case Study of the Huai River Basin, Eastern China
by Meng Li 1,†, Ronghao Chu 1,*,†, Abu Reza Md. Towfiqul Islam 2 and Shuanghe Shen 1,*
1 Key Laboratory of Meteorological Disaster, Ministry of Education (KLME), Joint International Research Laboratory of Climate and Environment Change (ILCEC), Collaborative Innovation Center on Forecast and Evaluation of Meteorological Disasters (CIC-FEMD), Jiangsu Key Laboratory of Agricultural Meteorology, College of Applied Meteorology, Nanjing University of Information Science & Technology, Nanjing 210044, China
2 Department of Disaster Management, Begum Rokeya University, Rangpur 5400, Bangladesh
These authors contributed equally to this work.
Water 2018, 10(4), 493; https://doi.org/10.3390/w10040493 - 17 Apr 2018
Cited by 21 | Viewed by 4217
Abstract
Accurate and reliable estimations of reference evapotranspiration (ET0) are imperative in irrigation scheduling and water resource planning. This study aims to analyze the spatiotemporal trends of the monthly ET0 calculated by the Penman–Monteith FAO-56 (PMF-56) model in the Huai [...] Read more.
Accurate and reliable estimations of reference evapotranspiration (ET0) are imperative in irrigation scheduling and water resource planning. This study aims to analyze the spatiotemporal trends of the monthly ET0 calculated by the Penman–Monteith FAO-56 (PMF-56) model in the Huai River Basin (HRB), eastern China. However, the use of the PMF-56 model is limited by the insufficiency of climatic input parameters in various sites, and the alternative is to employ simple empirical models. In this study, the performances of 13 empirical models were evaluated against the PMF-56 model by using three common statistical approaches: relative root-mean-square error (RRMSE), mean absolute error (MAE), and the Nash–Sutcliffe coefficient (NS). Additionally, a linear regression model was adopted to calibrate and validate the performances of the empirical models during the 1961–2000 and 2001–2014 time periods, respectively. The results showed that the ETPMF increased initially and then decreased on a monthly timescale. On a daily timescale, the Valiantzas3 (VA3) was the best alternative model for estimating the ET0, while the Penman (PEN), WMO, Trabert (TRA), and Jensen-Haise (JH) models showed poor results with large errors. Before calibration, the determination coefficients of the temperature-based, radiation-based, and combined models showed the opposite changing trends compared to the mass transfer-based models. After calibration, the performance of each empirical model in each month improved greatly except for the PEN model. If the comprehensive climatic datasets were available, the VA3 would be the recommended model because it had a simple computation procedure and was also very well correlated linearly to the PMF-56 model. Given the data availability, the temperature-based, radiation-based, Valiantzas1 (VA1) and Valiantzas2 (VA2) models were recommended during April–October in the HRB and other similar regions, and also, the mass transfer-based models were applicable in other months. Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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18 pages, 2159 KiB  
Article
Trends and Consumption Structures of China’s Blue and Grey Water Footprint
by Huixiao Wang * and Yaxue Yang
Beijing Key Laboratory of Urban Hydrological Cycle and Sponge City Technology, College of Water Sciences, Beijing Normal University, No. 19, XinJieKouWai St., HaiDian District, Beijing 100875, China
Water 2018, 10(4), 494; https://doi.org/10.3390/w10040494 - 17 Apr 2018
Cited by 14 | Viewed by 4204
Abstract
Water footprint has become a common method to study the water resources utilization in recent years. By using input–output analysis and dilution theory, the internal water footprint, blue water footprint and grey water footprint of China from 2002 to 2012 were estimated, and [...] Read more.
Water footprint has become a common method to study the water resources utilization in recent years. By using input–output analysis and dilution theory, the internal water footprint, blue water footprint and grey water footprint of China from 2002 to 2012 were estimated, and the consumption structure of water footprint and virtual water trade were analyzed. The results show: (1) From 2002 to 2012, the average annual internal water footprint was 3.83 trillion m3 in China, of which the blue water footprint was 0.25 trillion m3, and the grey water footprint was 3.58 trillion m3 (with Grade III water standard accounting); both the internal water footprint and grey water footprint experienced decreasing trends from 2002 to 2012, except for a dramatic increase in 2010; (2) Average annual virtual blue water footprint was the greatest in agriculture (39.2%), while tertiary industry (27.5%) and food and tobacco processing (23.7%) were the top two highest for average annual virtual grey water footprint; (3) Virtual blue water footprint in most sectors showed increasing trends due to the increase of final demand, while virtual grey water footprint in most sectors showed decreasing trends due to the decreases of total return water coefficients and conversion coefficients of virtual grey water footprint; (4) For water resources, China was self-reliant: the water used for producing the products and services to meet domestic consumption was taken domestically; meanwhile, China exported virtual water to other countries, which aggravated the water stress in China. Full article
(This article belongs to the Special Issue Water Quality: A Component of the Water-Energy-Food Nexus)
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21 pages, 34013 KiB  
Article
Assessment of Suitable Areas for Home Gardens for Irrigation Potential, Water Availability, and Water-Lifting Technologies
by Tewodros Assefa 1,*, Manoj Jha 2, Manuel Reyes 3, Raghavan Srinivasan 4 and Abeyou W. Worqlul 5
1 Department of Energy and Environmental System, North Carolina A&T State University, Greensboro, NC 27411, USA
2 Department of Civil Engineering, North Carolina A&T State University, Greensboro, NC 27411, USA
3 Sustainable Intensification Innovation Lab (SIIL), Kansas State University, Manhattan, KS 66506, USA
4 Department of Ecosystem Sciences and Management and Biological and Agricultural Engineering, Texas A&M University, College Station, TX 77843, USA
5 Texas A&M AgriLife Research Blackland Research & Extension Center, Temple, TX 76502, USA
Water 2018, 10(4), 495; https://doi.org/10.3390/w10040495 - 17 Apr 2018
Cited by 32 | Viewed by 7578
Abstract
The study was conducted in Lake Tana Basin of Ethiopia to assess potentially irrigable areas for home gardens, water availability, and feasibility of water-lifting technologies. A GIS-based Multi-Criteria Evaluation (MCE) technique was applied to access the potential of surface and groundwater sources for [...] Read more.
The study was conducted in Lake Tana Basin of Ethiopia to assess potentially irrigable areas for home gardens, water availability, and feasibility of water-lifting technologies. A GIS-based Multi-Criteria Evaluation (MCE) technique was applied to access the potential of surface and groundwater sources for irrigation. The factors affecting irrigation practice were identified and feasibility of water-lifting technologies was evaluated. Pairwise method and expert’s opinion were used to assign weights for each factor. The result showed that about 345,000 ha and 135,000 ha of land were found suitable for irrigation from the surface and groundwater sources, respectively. The rivers could address about 1–1.2% of the irrigable land during dry season without water storage structure whereas groundwater could address about 2.2–2.4% of the irrigable land, both using conventional irrigation techniques. If the seven major dams within the basin were considered, surface water potential would be increased and satisfy about 21% of the irrigable land. If rainwater harvesting techniques were used, about 76% of the basin would be suitable for irrigation. The potential of surface and groundwater was evaluated with respect to water requirements of dominant crops in the region. On the other hand, rope pump and deep well piston hand pump were found with relatively the most (26%) and the least (9%) applicable low-cost water-lifting technologies in the basin. Full article
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21 pages, 25547 KiB  
Article
A Study on the Comparison of Corrosion in Water Supply Pipes Due to Tap Water (TW) and Reclaimed Water (RW)
by Hyundong Lee 1,2,*, Usman Rasheed 1,2 and Myeongsik Kong 1
1 Environmental and Plant Engineering Research Division, Korea Institute of Civil Engineering and Building Technology (KICT), Daehwa-dong 315, Goyangdae-Ro, Ilsanseo-gu, Goyang-si, Gyeonggi-do 10223, Korea
2 Smart City & Construction Engineering, University of Science & Technology (UST), 217, Gajeong-ro, Yuseong-gu, Daejeon 34113, Korea
Water 2018, 10(4), 496; https://doi.org/10.3390/w10040496 - 17 Apr 2018
Cited by 16 | Viewed by 10887
Abstract
Among a wide variety of alternative water resources, reclaimed water from waste-water has drawn much attention, as it is considered a stable water resource to be substituted for agricultural, industrial, recreational, and public water. This study aimed to compare and evaluate the effects [...] Read more.
Among a wide variety of alternative water resources, reclaimed water from waste-water has drawn much attention, as it is considered a stable water resource to be substituted for agricultural, industrial, recreational, and public water. This study aimed to compare and evaluate the effects of tap water and reclaimed water on the corrosion of the inner surface of pipes. The investigated pipes included GSP (Galvanized Steel Pipe), CIP (Cast Iron Pipe), STSP (Stainless Steel Pipe), and PVCP (Polyvinyl Chloride Pipe). Assessment of corrosion impact on the different materials of pipes was conducted by analyzing the corrosion accelerators and inhibitors related to the characteristics of reclaimed water. Reclaimed water with higher ionic content showed a faster corrosion rate than tap water because corrosion accelerators have more of an effect on pipe corrosion than do corrosion inhibitors. In terms of pipe materials, the corrosion rate was fastest in CIP, followed by GSP, and STSP; PVCP exhibited no electrochemical corrosion. Full article
(This article belongs to the Special Issue Innovative Water Management and Reuse)
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14 pages, 38521 KiB  
Article
The Long-Term Hydrological Performance of Permeable Pavement Systems in Northern Spain: An Approach to the “End-of-Life” Concept
by Luis A. Sañudo-Fontaneda 1,2,*, Valerio C. Andres-Valeri 3, Carlos Costales-Campa 1, Iñigo Cabezon-Jimenez 3 and Fernando Cadenas-Fernandez 1
1 Department of Construction and Manufacturing Engineering, Polytechnic School of Mieres, University of Oviedo, Calle Gonzalo Gutiérrez Quirós s/n, 33600 Mieres, Spain
2 Centre for Agroecology, Water and Resilience (CAWR), Coventry University, Ryton Gardens, Wolston Lane, Coventry CV8 3LG, UK
3 GITECO Research Group, School of Civil Engineering, University of Cantabria, Avenida de los Castros, 39005 Santander, Spain
Water 2018, 10(4), 497; https://doi.org/10.3390/w10040497 - 17 Apr 2018
Cited by 25 | Viewed by 6408
Abstract
Porous mixtures and Interlocking Concrete Block Pavements (ICBP) are the most widely used surfaces in Permeable Pavement Systems (PPS). Despite the fact that there are many studies based on the hydrological performance of PPS, there are few long-term studies that identify the end [...] Read more.
Porous mixtures and Interlocking Concrete Block Pavements (ICBP) are the most widely used surfaces in Permeable Pavement Systems (PPS). Despite the fact that there are many studies based on the hydrological performance of PPS, there are few long-term studies that identify the end of life of PPS regarding their hydrological performance. A field study has been developed over 10 years in the experimental car park “Las Llamas” in the city of Santander, Northern Spain. Permeability was measured in 37 car park bays (nine Polymer-Modified Porous Concrete, nine Porous Asphalt, and 17 ICBP of two different designs). Tests were conducted under the Spanish Standard NLT-327/00 for the porous-mixture surfaces and the ASTM methods C1701/C1701M-17a and C1781/C1781M-15 for porous mixtures and ICBP, respectively. No maintenance was carried out in this car park since it was opened to traffic in 2008, allowing for the assessment and identification of the hydrological failure of each surface. The research showed that after 10 years of operation without maintenance, the bays constructed using porous mixtures were completely clogged, reaching the end of their operational life after nine years. However, ICBP maintained high infiltration rates, showing better resilience to sediment clogging. Further research is needed to confirm the evolution of ICBP surfaces. Full article
(This article belongs to the Special Issue Permeable Pavements and Their Role in Sustainable Urban Development)
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17 pages, 2799 KiB  
Article
Indicator Values of Emergent Vegetation in Overgrowing Lakes in Relation to Water and Sediment Chemistry
by Agnieszka E. Lawniczak-Malińska * and Krzysztof Achtenberg
Department of Ecology and Environmental Protection, Poznan University of Life Sciences, Piątkowska str. 94C, 60-649 Poznań, Poland
Water 2018, 10(4), 498; https://doi.org/10.3390/w10040498 - 18 Apr 2018
Cited by 15 | Viewed by 2813
Abstract
Lake overgrowth is one of the mechanisms affecting the gradual disappearance of lakes in the temperate zone caused by excessive eutrophication of waters. The aim of this study was to assess the possibility of using helophytes as bioindicators of lake overgrowth based on [...] Read more.
Lake overgrowth is one of the mechanisms affecting the gradual disappearance of lakes in the temperate zone caused by excessive eutrophication of waters. The aim of this study was to assess the possibility of using helophytes as bioindicators of lake overgrowth based on long-term changes based on the cartographic maps studies (1911–2012) and field analyses of plant form growth cover (2012–2014). Additionally, water and sediment chemistry in overgrowing lakes were investigated. The study comprised a total of 33 eutrophic lakes characterized by varying degrees of vegetation development. Based on discriminant analysis, four groups of lakes with diverse degrees of vegetation growth were distinguished. The group comprising the most overgrown water bodies was found to have the greatest percentage of helophytes, with a considerable proportion of submerged and floating-leaved macrophytes. Based on a review of archival materials, lakes which currently exhibit the highest degree of overgrowth were shown to have been affected by intensive littoral growth for over 100 years, which confirms bioindicator properties of helophytes in the assessment of the degree of lake overgrowth. In addition, lakes with the highest rate of overgrowth were characterized by a high content of nitrogen in sediment, with a concurrent high concentration of potassium. Full article
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23 pages, 30658 KiB  
Article
Uncertainty of Rainfall Products: Impact on Modelling Household Nutrition from Rain-Fed Agriculture in Southern Africa
by Robert Luetkemeier 1,2,3,*, Lina Stein 4, Lukas Drees 1,3, Hannes Müller 5 and Stefan Liehr 1,2,3
1 Institute for Social-Ecological Research (ISOE), Hamburger Allee 45, 60598 Frankfurt/Main, Germany
2 Southern African Science Service Centre for Climate Change and Adaptive Land Management (SASSCAL), 28 Robert Mugabe Avenue, 9000 Windhoek, Namibia
3 Senckenberg Biodiversity and Climate Research Centre (SBiK-F), Senckenberganlage 25, 60325 Frankfurt/Main, Germany
4 Faculty of Engineering, Senate House, University of Bristol, Tyndall Avenue, Bristol BS8 1TH, UK
5 Institute of Hydrology and Water Resources Management (IWW), Leibniz Universität Hannover, Appelstraße 9a, 30167 Hannover, Germany
Water 2018, 10(4), 499; https://doi.org/10.3390/w10040499 - 18 Apr 2018
Cited by 7 | Viewed by 4736
Abstract
Good quality data on precipitation are a prerequisite for applications like short-term weather forecasts, medium-term humanitarian assistance, and long-term climate modelling. In Sub-Saharan Africa, however, the meteorological station networks are frequently insufficient, as in the Cuvelai-Basin in Namibia and Angola. This paper analyses [...] Read more.
Good quality data on precipitation are a prerequisite for applications like short-term weather forecasts, medium-term humanitarian assistance, and long-term climate modelling. In Sub-Saharan Africa, however, the meteorological station networks are frequently insufficient, as in the Cuvelai-Basin in Namibia and Angola. This paper analyses six rainfall products (ARC2.0, CHIRPS2.0, CRU-TS3.23, GPCCv7, PERSIANN-CDR, and TAMSAT) with respect to their performance in a crop model (APSIM) to obtain nutritional scores of a household’s requirements for dietary energy and further macronutrients. All products were calibrated to an observed time series using Quantile Mapping. The crop model output was compared against official yield data. The results show that the products (i) reproduce well the Basin’s spatial patterns, and (ii) temporally agree to station records (r = 0.84). However, differences exist in absolute annual rainfall (range: 154 mm), rainfall intensities, dry spell duration, rainy day counts, and the rainy season onset. Though calibration aligns key characteristics, the remaining differences lead to varying crop model results. While the model well reproduces official yield data using the observed rainfall time series (r = 0.52), the products’ results are heterogeneous (e.g., CHIRPS: r = 0.18). Overall, 97% of a household’s dietary energy demand is met. The study emphasizes the importance of considering the differences among multiple rainfall products when ground measurements are scarce. Full article
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16 pages, 21397 KiB  
Article
Evaluating Structural, Chlorophyll-Based and Photochemical Indices to Detect Summer Maize Responses to Continuous Water Stress
by Meng Li 1,†, Ronghao Chu 1,†, Qian Yu 2,*, Abu Reza Md. Towfiqul Islam 3, Shuren Chou 4 and Shuanghe Shen 1,*
1 Key Laboratory of Meteorological Disaster, Ministry of Education (KLME), Joint International Research Laboratory of Climate and Environment Change (ILCEC), Collaborative Innovation Center on Forecast and Evaluation of Meteorological Disasters (CIC-FEMD), Jiangsu Key Laboratory of Agricultural Meteorology, College of Applied Meteorology, Nanjing University of Information Science & Technology, Nanjing 210044, China
2 Department of Geosciences, University of Massachusetts-Amherst, Amherst, MA 01002, USA
3 Department of Disaster Management, Begum Rokeya University, Rangpur 5400, Bangladesh
4 Jiangsu Provincial Key Laboratory of Geographic Information Science and Technology, International Institute for Earth System Science, Nanjing University, Nanjing 210023, China
These authors contributed equally to this work.
Water 2018, 10(4), 500; https://doi.org/10.3390/w10040500 - 18 Apr 2018
Cited by 18 | Viewed by 3222
Abstract
This study evaluates the performance of structural, chlorophyll-based, and photochemical indices to detect maize water status and to assess production based on five years of field experiments (2013–2017) during the primary growth stages. We employed three categories of indicators, including water condition and [...] Read more.
This study evaluates the performance of structural, chlorophyll-based, and photochemical indices to detect maize water status and to assess production based on five years of field experiments (2013–2017) during the primary growth stages. We employed three categories of indicators, including water condition and productive and thermal indicators, to quantify the responses of summer maize under continuous water stress from drought to waterlogging conditions. Furthermore, we adopted several spectral indices to assess their sensitivity to three categories of metrics. The results showed the association is the best between the treatment level and Leaf Water Content (LWC). The waterlogging treatment influenced Leaf Water Potential (LWP) in moderate drought stress. Severe drought stress caused the strongest reduction in productivity from both Leaf Area Index (LAI) and chlorophyll content. In terms of sensitivity of various indices, red-edge-position (REP) was sensitive to maize water conditions LWP, LAI and chlorophyll content. Photochemical Reflectance Index (PRI) and Normalized Difference Vegetation Index (NDVI) were the most and second most sensitive indices to productive indicators, respectively. The results also showed that no indices were capable of capturing the information of Crop Water Stress Index (CWSI). Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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21 pages, 7537 KiB  
Article
The Upwelling Water Flux Feeding Springs: Hydrogeological and Hydraulic Features
by Francesco Fiorillo *, Libera Esposito, Giovanni Testa, Sabatino Ciarcia and Mauro Pagnozzi
Department of Science and Technology, University of Sannio, 82100 Benevento, Italy
Water 2018, 10(4), 501; https://doi.org/10.3390/w10040501 - 18 Apr 2018
Cited by 11 | Viewed by 4295
Abstract
The upwelling groundwater flux has been investigated by deep piezometers in a spring area characterized by alluvial deposits covering a karst substratum in Southern Italy. The piezometers are of varying depth located in a flat area. They have been monitored for a long [...] Read more.
The upwelling groundwater flux has been investigated by deep piezometers in a spring area characterized by alluvial deposits covering a karst substratum in Southern Italy. The piezometers are of varying depth located in a flat area. They have been monitored for a long period (about 40 years), and when measured, a good relationship between spring discharge and hydraulic head was observed. The local upwelling groundwater flux has been deducted by the increasing of the hydraulic head in depth, which allows the estimation of ascendant hydraulic gradient and groundwater velocity during the dry and wet seasons. A specific analytical solution has been used to estimate the zone involved by the ascendant flow, and could also be used in other spring areas. Some physical and chemical characteristics of spring water have been collected, including the radon (222Rn) activity, to support the phenomenon of the ascendant flux. The man geological and hydrogeological features leading to ascendant flux in karst environments is also discussed for some areas of Southern Italy, where many springs are affected. Full article
(This article belongs to the Special Issue Water Resources Investigation: Geologic Controls on Groundwater Flow)
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22 pages, 6586 KiB  
Article
Transient Flow in an Open Channel Bound by Two Step Pumping Stations
by Ibrahim Ibrahim, Baoyun Qiu * and Xiaoli Feng
School of Hydraulic, Energy and Power Engineering, Yangzhou University, Yangzhou City 225127, China
Water 2018, 10(4), 502; https://doi.org/10.3390/w10040502 - 18 Apr 2018
Viewed by 3828
Abstract
Pumping stations play a great role in open channel flow applications. After starting pump units in the pumping stations, unsteady flows in the open channel are immediately generated. In this paper, the behavior of unsteady flow in a prismatic trapezoidal channel between two [...] Read more.
Pumping stations play a great role in open channel flow applications. After starting pump units in the pumping stations, unsteady flows in the open channel are immediately generated. In this paper, the behavior of unsteady flow in a prismatic trapezoidal channel between two step pumping stations is studied. A mathematical model is constructed to simulate one-dimensional, unsteady, gradually-varied open channel flow in the channel. The soil leakage and evaporation from the water surface along the channel are also involved. The Lax diffusive scheme is applied to solve the proposed model. The model is applied on a real open channel located in China. The accuracy of the model is calculated by varying the scheme grid steps. We also calculate and discuss the water surface elevation, the flow rate and the lateral outflow per unit length, as well as several influential factors at various stages along the channel. In this work, the wave propagation mechanism is clearly presented and analyzed. The computed results show that the water surface profile in the open channel varies continuously over time until it becomes almost constant. Thus, the pumping station operation duties change over time. The accuracy of the results is validated by comparing the computed results with measured data. Full article
(This article belongs to the Section Hydraulics and Hydrodynamics)
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16 pages, 4571 KiB  
Article
A Modified Water-Table Fluctuation Method to Characterize Regional Groundwater Discharge
by Lihong Yang 1, Yongqiang Qi 2,3,*, Chunmiao Zheng 4, Charles B. Andrews 5, Shenghua Yue 2, Sijie Lin 4, Yu Li 6, Chengjian Wang 7, Yaqin Xu 2 and Haitao Li 8
1 Institute of Water Science, Peking University, Beijing 100871, China
2 Beijing HuanDing Environmental Big Data Research Institute, Beijing 100083, China
3 Beijing Water International Ltd., Beijing 100089, China
4 School of Environmental Science & Engineering, Southern University of Science & Technology, Shenzhen 518055, China
5 S.S. Papadopulos & Associates, Inc., Bethesda, MD 20814, USA
6 Beijing Geology Prospecting and Development Bureau, Beijing 100195, China
7 Qingdao Hydrologic Bureau, Qingdao 266071, China
8 China Institute of Geo-Environmental Monitoring, Beijing 100081, China
Water 2018, 10(4), 503; https://doi.org/10.3390/w10040503 - 19 Apr 2018
Cited by 16 | Viewed by 4934
Abstract
A modified Water-Table Fluctuation (WTF) method is developed to quantitatively characterize the regional groundwater discharge patterns in stressed aquifers caused by intensive agricultural pumping. Two new parameters are defined to express the secondary information in the observed data. One is infiltration efficiency and [...] Read more.
A modified Water-Table Fluctuation (WTF) method is developed to quantitatively characterize the regional groundwater discharge patterns in stressed aquifers caused by intensive agricultural pumping. Two new parameters are defined to express the secondary information in the observed data. One is infiltration efficiency and the other is discharge modulus (recurring head loss due to aquifer discharge). An optimization procedure is involved to estimate these parameters, based on continuous groundwater head measurements and precipitation records. Using the defined parameters and precipitation time series, water level changes are calculated for individual wells with fidelity. The estimated parameters are then used to further address the characterization of infiltration and to better quantify the discharge at the regional scale. The advantage of this method is that it considers recharge and discharge simultaneously, whereas the general WTF methods mostly focus on recharge. In the case study, the infiltration efficiency reveals that the infiltration is regionally controlled by the intrinsic characteristics of the aquifer, and locally distorted by engineered hydraulic structures that alter surface water-groundwater interactions. The seasonality of groundwater discharge is characterized by the monthly discharge modulus. These results from individual wells are clustered into groups that are consistent with the local land use pattern and cropping structures. Full article
(This article belongs to the Special Issue Data-Driven Methods for Agricultural Water Management)
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13 pages, 5176 KiB  
Article
Reflection Phenomena in Underground Pumped Storage Reservoirs
by Elena Pummer * and Holger Schüttrumpf
Institute of Hydraulic Engineering and Water Resources Management, RWTH Aachen University, 52062 Aachen, Germany
Water 2018, 10(4), 504; https://doi.org/10.3390/w10040504 - 19 Apr 2018
Cited by 17 | Viewed by 4373
Abstract
Energy storage through hydropower leads to free surface water waves in the connected reservoirs. The reason for this is the movement of water between reservoirs at different elevations, which is necessary for electrical energy storage. Currently, the expansion of renewable energies requires the [...] Read more.
Energy storage through hydropower leads to free surface water waves in the connected reservoirs. The reason for this is the movement of water between reservoirs at different elevations, which is necessary for electrical energy storage. Currently, the expansion of renewable energies requires the development of fast and flexible energy storage systems, of which classical pumped storage plants are the only technically proven and cost-effective technology and are the most used. Instead of classical pumped storage plants, where reservoirs are located on the surface, underground pumped storage plants with subsurface reservoirs could be an alternative. They are independent of topography and have a low surface area requirement. This can be a great advantage for energy storage expansion in case of environmental issues, residents’ concerns and an unusable terrain surface. However, the reservoirs of underground pumped storage plants differ in design from classical ones for stability and space reasons. The hydraulic design is essential to ensure their satisfactory hydraulic performance. The paper presents a hybrid model study, which is defined here as a combination of physical and numerical modelling to use the advantages and to compensate for the disadvantages of the respective methods. It shows the analysis of waves in ventilated underground reservoir systems with a great length to height ratio, considering new operational aspects from energy supply systems with a great percentage of renewable energies. The multifaceted and narrow design of the reservoirs leads to complex free surface flows; for example, undular and breaking bores arise. The results show excessive wave heights through wave reflections, caused by the impermeable reservoir boundaries. Hence, their knowledge is essential for a successful operational and constructive design of the reservoirs. Full article
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16 pages, 807 KiB  
Article
Water Poverty in Rural Communities of Arid Areas in China
by Wenxin Liu, Minjuan Zhao * and Tao Xu
College of Economics and Management, Northwest A&F University, Taicheng Road, Yangling 712100, China
Water 2018, 10(4), 505; https://doi.org/10.3390/w10040505 - 19 Apr 2018
Cited by 19 | Viewed by 7492
Abstract
For developing countries, an adequate domestic water supply is conventionally assessed based on the proportion of communities that are covered by improved water sources. However, it is difficult to evaluate water poverty accurately, as it is multidimensional. For this reason, this paper used [...] Read more.
For developing countries, an adequate domestic water supply is conventionally assessed based on the proportion of communities that are covered by improved water sources. However, it is difficult to evaluate water poverty accurately, as it is multidimensional. For this reason, this paper used the Water Poverty Index (WPI) to measure water poverty in rural communities of arid areas in China. This study also uses the Least Square Error (LSE) model to analyze the influencing factors of water poverty. Based on the WPI and LSE, the results showed that the rural communities of Sheshu, Fanyao, Dongcao, Qiaodi, and Gouershang (listed in order of priority of need for intervention) are in a water poverty situation. In rural communities with high water poverty, the suggested priority order for the study was environment, capacity, use, resources, and access, with the environmental factor needing to be improved. The results are useful for prioritizing areas and identifying the extent of the need for policy intervention on different scales. The research findings are intended to complement the evaluation of water poverty and to provide a strategy for regional water resources management to relieve water poverty. Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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13 pages, 8395 KiB  
Article
Application of CityDrain3 in Flood Simulation of Sponge Polders: A Case Study of Kunshan, China
by Dingbing Wei 1,2,*, Christian Urich 2,3, Shuci Liu 4 and Sheng Gu 5,*
1 School of Civil Engineering, Southeast University, 2 Sipai Lou, Nanjing 210096, China
2 Southeast University–Monash University Joint Research Centre for Water Sensitive Cities, Suzhou 215123, China
3 Department of Civil Engineering, Monash University, Clayton, VIC 3168, Australia
4 Department of Infrastructure Engineering, The University of Melbourne, Parkville, VIC 3010, Australia
5 Kunshan Construct Engineering Quality Testing Center, Kunshan 215337, China
Water 2018, 10(4), 507; https://doi.org/10.3390/w10040507 - 19 Apr 2018
Cited by 8 | Viewed by 6101
Abstract
The selection of sponge city facilities (e.g., pump, storage tank, wetland, or bioretention pond) to mitigate urban floods has been a crucial issue in China. This study aims to develop a conceptual flood-simulation model, which can take into account the effects of such [...] Read more.
The selection of sponge city facilities (e.g., pump, storage tank, wetland, or bioretention pond) to mitigate urban floods has been a crucial issue in China. This study aims to develop a conceptual flood-simulation model, which can take into account the effects of such facilities of a sponge city. Taking Jiangpu polder in Kunshan City as a case study, CityDrain3 was implemented to develop a baseline model and another three sponge polder models (pump only, storage tank only, pump, and storage tank). A sensitivity analysis was carried out to guarantee the robustness of the newly developed model. In the model application part, firstly, one-hour rainfall scenarios with different return periods (2a, 5a, 10a, 20a, 50a, 100a, with ‘a’ referring to a year) were employed as inputs to the conceptual baseline model. The growing trend of flood depth (from 12.69 mm to 17.16 mm) simulated by the baseline model under increased return periods (from 3a to 100a) demonstrated the feasibility of polder flood simulations using CityDrain3. Secondly, a one-hour rainfall scenario with a 10-year return period was employed on the baseline model and the three sponge polder models. The results showed that the effect rankings of the control strategies on the total flood volume, peak flow, flood yielding time, and the peak-flow occurrence time were comparable—combined strategies (pump and storage tank) > storage tank only > pump only. The conceptual, and hydrological model developed in this study can serve as a simulation tool for implementing a real-time urban storm water drainage control system in the Jiangpu polder. Full article
(This article belongs to the Special Issue Sponge Cities: Emerging Approaches, Challenges and Opportunities)
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23 pages, 10741 KiB  
Article
Modeling Streambank and Artificial Gravel Deposit Erosion for Sediment Replenishment
by Lukas Vonwiller *, David F. Vetsch and Robert M. Boes
Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, Zurich 8093, Switzerland
Water 2018, 10(4), 508; https://doi.org/10.3390/w10040508 - 19 Apr 2018
Cited by 9 | Viewed by 4531
Abstract
Sediment replenishment by artificial gravel deposits is a measure to increase sediment supply in gravel-bed rivers. Thereby, streambank erosion is the dominant process for gravel entrainment. In this contribution, we quantitatively validate a numerical morphodynamic 2D model and the relevant model approaches to [...] Read more.
Sediment replenishment by artificial gravel deposits is a measure to increase sediment supply in gravel-bed rivers. Thereby, streambank erosion is the dominant process for gravel entrainment. In this contribution, we quantitatively validate a numerical morphodynamic 2D model and the relevant model approaches to reproduce non-cohesive streambank erosion. Therefore, a calibration and a sensitivity analysis of the relevant model approaches and parameters are carried out based on a reference laboratory experiment on streambank erosion in a straight channel from the literature. The relevant model approaches identified to successfully reproduce lateral streambank erosion are the gravitational bank collapse, the lateral bed slope effect on the bed load transport direction and the local bed slope effect on the critical Shields stress. Based on these findings, the numerical model was compared against data from laboratory experiments on gravel deposit erosion. Thereby, the focus was on the influence of the hydraulic discharge, the grain size distribution of the sediment and the geometrical quantities of the gravel deposits, such as the width, height and length of the deposit. It is shown that the dynamics of the erosion process were well reproduced by the numerical model using non-uniform sediment. Furthermore, the erosion rates were in good agreement with the laboratory experiments, except for the initial phase of the experiments, where the erosion rates were highest and settling of the gravel deposit was observed in the laboratory experiments. Overall, the numerical model proved to be a suitable tool to predict the erosion process of artificial gravel deposits, and hence, can be recommended for the design of sediment replenishment measures. Full article
(This article belongs to the Special Issue Streambank Erosion: Monitoring, Modeling and Management)
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24 pages, 25598 KiB  
Article
Water Pricing and Implementation Strategies for the Sustainability of an Irrigation System: A Case Study within the Command Area of the Rakh Branch Canal
by Muhammad Uzair Qamar 1, Muhammad Azmat 2,3, Azhar Abbas 4,*, Muhammad Usman 1,5, Muhammad Adnan Shahid 6 and Zahid Mahmood Khan 7
1 Department of Irrigation & Drainage, Faculty of Agricultural Engineering and Technology, University of Agriculture, 38040 Faisalabad, Pakistan
2 Institute of Geographical Information Systems (IGIS), School of Civil & Environmental Engineering (SCEE), National University of Sciences and Technology (NUST), IGIS Building (2nd Floor), 44000 Islamabad, Pakistan
3 Department of Geography, University of Zurich, Irchel Winterthurerstr. 190 CH-8057 Zurich, Switzerland
4 Institute of Agricultural and Resource Economics, Faculty of Social Sciences, University of Agriculture, 38040 Faisalabad, Pakistan
5 Department of Remote Sensing, Institute for Geography and Geology, Julius Maximillian’s University Wuerzburg, Oswald Külpe Weg 86, 97074 Wuerzburg, Germany
6 Water Management Research Center, University of Agriculture, 38040 Faisalabad, Pakistan
7 Department of Agricultural Engineering, Bahauddin Zakariya University, 60800 Multan, Pakistan
Water 2018, 10(4), 509; https://doi.org/10.3390/w10040509 - 19 Apr 2018
Cited by 12 | Viewed by 8931
Abstract
The command area of the Rakh branch canal grows wheat, sugarcane, and rice crops in abundance. The canal water, which is trivial for irrigating these crops, is conveyed to the farms through the network of canals and distributaries. For the maintenance of this [...] Read more.
The command area of the Rakh branch canal grows wheat, sugarcane, and rice crops in abundance. The canal water, which is trivial for irrigating these crops, is conveyed to the farms through the network of canals and distributaries. For the maintenance of this vast infrastructure; the end users are charged on a seasonal basis. The present water charges are severely criticized for not being adequate to properly manage the entire infrastructure. We use the residual value to determine the value of the irrigation water and then based on the quantity of irrigation water supplied to farm land coupled with the infrastructure maintenance cost, full cost recovery figures are executed for the study area, and policy recommendations are made for the implementation of the full cost recovery system. The approach is unique in the sense that the pricings are based on the actual quantity of water conveyed to the field for irrigating crops. The results of our analysis showed that the canal water is severely under charged in the culturable command area of selected distributaries, thus negating the plan of having a self-sustainable irrigation system. Full article
(This article belongs to the Section Water Resources Management, Policy and Governance)
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15 pages, 7647 KiB  
Article
Surface Water Quality Evaluation Based on a Game Theory-Based Cloud Model
by Bing Yang 1, Chengguang Lai 2, Xiaohong Chen 1,3,*, Xiaoqing Wu 4 and Yanhu He 1,3
1 Center for Water Resource and Environment, Sun Yat-Sen University, Guangzhou 510275, China
2 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China
3 Guangdong Engineering Technology Research Center of Water Security Regulation and Control for Southern China, Guangzhou 510640, China
4 South China Institute of Environment Sciences, Ministry of Environment Protection of PRC, Guangzhou 510535, China
Water 2018, 10(4), 510; https://doi.org/10.3390/w10040510 - 20 Apr 2018
Cited by 20 | Viewed by 6698
Abstract
Water quality evaluation is an essential measure to analyze water quality. However, excessive randomness and fuzziness affect the process of evaluation, thus reducing the accuracy of evaluation. Therefore, this study proposed a cloud model for evaluating the water quality to alleviate this problem. [...] Read more.
Water quality evaluation is an essential measure to analyze water quality. However, excessive randomness and fuzziness affect the process of evaluation, thus reducing the accuracy of evaluation. Therefore, this study proposed a cloud model for evaluating the water quality to alleviate this problem. Analytic hierarchy process and entropy theory were used to calculate the subjective weight and objective weight, respectively, and then they were coupled as a combination weight (CW) via game theory. The proposed game theory-based cloud model (GCM) was then applied to the Qixinggang section of the Beijiang River. The results show that the CW ranks fecal coliform as the most important factor, followed by total nitrogen and total phosphorus, while biochemical oxygen demand and fluoride were considered least important. There were 19 months (31.67%) at grade I, 39 months (65.00%) at grade II, and one month at grade IV and grade V during 2010–2014. A total of 52 months (86.6%) of GCM were identical to the comprehensive evaluation result (CER). The obtained water quality grades of GCM are close to the grades of the analytic hierarchy process weight (AHPW) due to the weight coefficient of AHPW set to 0.7487. Generally, one or two grade gaps exist among the results of the three groups of weights, suggesting that the index weight is not particularly sensitive to the cloud model. The evaluated accuracy of water quality can be improved by modifying the quantitative boundaries. This study could provide a reference for water quality evaluation, prevention, and improvement of water quality assessment and other applications. Full article
(This article belongs to the Special Issue Water Quality: A Component of the Water-Energy-Food Nexus)
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12 pages, 9478 KiB  
Article
Corn Straw as a Solid Carbon Source for the Treatment of Agricultural Drainage Water in Horizontal Subsurface Flow Constructed Wetlands
by Yuanyuan Li, Sen Wang *, Yue Li, Fanlong Kong *, Houye Xi and Yanan Liu
College of Environmental Sciences and Engineering, Qingdao University, Qingdao 266071, China
Water 2018, 10(4), 511; https://doi.org/10.3390/w10040511 - 20 Apr 2018
Cited by 18 | Viewed by 4211
Abstract
Agricultural drainage water with a low C/N ratio restricts the nitrogen and phosphorus removal efficiencies of constructed wetlands. Thus, there is a need to add external carbon sources to drive the nitrogen and phosphorus removal. In this study, the effects of the addition [...] Read more.
Agricultural drainage water with a low C/N ratio restricts the nitrogen and phosphorus removal efficiencies of constructed wetlands. Thus, there is a need to add external carbon sources to drive the nitrogen and phosphorus removal. In this study, the effects of the addition of corn straw pretreated with different methods (acid treatment, alkali treatment, and comminution) on treating agricultural drainage water with a low C/N ratio were investigated in constructed wetlands. The results showed that soaking the corn straw in an alkaline solution was the most suitable pretreatment method according to the release rule of chemical oxygen demand (COD) and the dissolution of total nitrogen (TN) and total phosphorus (TP). The average removal efficiency of TN and TP in constructed wetlands increased respectively by 37.2% and 30.5% after adding corn straw, and by 17.1% and 11.7% after adding sodium acetate when the hydraulic retention time (HRT) was 3 days. As an external carbon source, straw was cheap, renewable, and available. In contrast, the sodium acetate demanded high costs in a long-term operation. Therefore, corn straw had a great advantage in treatment effect and cost, which improved the treatment efficiency of agricultural drainage water using a byproduct of agricultural production as a slow-release carbon source. Full article
(This article belongs to the Special Issue Wetlands for the Treatment of Agricultural Drainage Water)
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12 pages, 3653 KiB  
Article
Bioturbation Effects of Chironomid Larvae on Nitrogen Release and Ammonia-Oxidizing Bacteria Abundance in Sediments
by Xigang Xing 1, Ling Liu 1,*, Wenming Yan 1, Tingfeng Wu 2, Liping Zhao 3 and Xixi Wang 4
1 College of Hydrology and Water Resources, Hohai University, Nanjing 210098, China
2 State Key Laboratory of Lake Science and Environment, Nanjing Institute of Geography and Limnology, Chinese Academy of Sciences (CAS), Nanjing 210008, China
3 Research Center on Flood and Drought Disaster Reduction of the Ministry of Water Resources, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
4 Jiangsu Surveying and Design Institute of Water Resources Co. Ltd., Yangzhou 225127, China
Water 2018, 10(4), 512; https://doi.org/10.3390/w10040512 - 20 Apr 2018
Cited by 6 | Viewed by 4450
Abstract
The purpose of this work was to reveal the Chironomid larvae bioturbation impact on N release and to find the mechanism of bioturbation to N conversion at the SWI (sediment–water interface). Sampling at four points during a 35-day incubation experiment was conducted. Two [...] Read more.
The purpose of this work was to reveal the Chironomid larvae bioturbation impact on N release and to find the mechanism of bioturbation to N conversion at the SWI (sediment–water interface). Sampling at four points during a 35-day incubation experiment was conducted. Two in situ techniques (microelectrode and Peeper) were used to capture more realistic and accurate microenvironment information around U-shaped corridors. The results demonstrate that the concentrations of ammonia nitrogen (NH4+) and nitrate nitrogen (NO3) decreased by 21.26% and 19.50% in sediment and increased by 8.65% and 49.82% in the overlying water compared to the control treatment, respectively. An inverse relationship was observed between NH4+ and NO3 concentrations in pore water in Chironomid larvae treatment, and they were significantly negatively/positively correlated with AOB (ammonia-oxidizing bacteria) abundance, respectively. This study confirmed that the Chironomid larvae bioturbation promoted the N (NH4+ and NO3) release from sediment by in situ techniques, and a part of NH4+ converted into NO3 during their flow into the overlying water through the nitrification affected by AOB. Furthermore, the main depth of bioturbation influence is approximately 12 cm below the SWI and the most significant bioturbation effect was observed from days 15 to 25. Full article
(This article belongs to the Special Issue Eutrophication of Waterways: An Old Problem with Modern Consequences)
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18 pages, 3460 KiB  
Article
Evaluation and Hydrological Simulation of CMADS and CFSR Reanalysis Datasets in the Qinghai-Tibet Plateau
by Jun Liu 1,2, Donghui Shanguan 1,*, Shiyin Liu 3 and Yongjian Ding 1
1 State Key Laboratory of Cryospheric Science, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China
2 University of Chinese Academy of Sciences, Beijing 100049, China
3 Institute of International Rivers and Eco-Security, Yunnan University, Kunming 650500, China
Water 2018, 10(4), 513; https://doi.org/10.3390/w10040513 - 20 Apr 2018
Cited by 49 | Viewed by 5569
Abstract
Multisource reanalysis datasets provide an effective way to help us understand hydrological processes in inland alpine regions with sparsely distributed weather stations. The accuracy and quality of two widely used datasets, the China Meteorological Assimilation Driving Datasets to force the SWAT model (CMADS), [...] Read more.
Multisource reanalysis datasets provide an effective way to help us understand hydrological processes in inland alpine regions with sparsely distributed weather stations. The accuracy and quality of two widely used datasets, the China Meteorological Assimilation Driving Datasets to force the SWAT model (CMADS), and the Climate Forecast System Reanalysis (CFSR) in the Qinghai-Tibet Plateau (TP), were evaluated in this paper. The accuracy of daily precipitation, max/min temperature, relative humidity and wind speed from CMADS and CFSR are firstly evaluated by comparing them with results obtained from 131 meteorological stations in the TP. Statistical results show that most elements of CMADS are superior to those of CFSR. The average correlation coefficient (R) between the maximum temperature and the minimum temperature of CMADS and CFSR ranged from 0.93 to 0.97. The root mean square error (RMSE) for CMADS and CFSR ranged from 3.16 to 3.18 °C, and ranged from 5.19 °C to 8.14 °C respectively. The average R of precipitation, relative humidity, and wind speed for CMADS are 0.46; 0.88 and 0.64 respectively, while they are 0.43, 0.52, and 0.37 for CFSR. Gridded observation data is obtained using the professional interpolation software, ANUSPLIN. Meteorological elements from three gridded data have a similar overall distribution but have a different partial distribution. The Soil and Water Assessment Tool (SWAT) is used to simulate hydrological processes in the Yellow River Source Basin of the TP. The Nash Sutcliffe coefficients (NSE) of CMADS+SWAT in calibration and validation period are 0.78 and 0.68 for the monthly scale respectively, which are better than those of CFSR+SWAT and OBS+SWAT in the Yellow River Source Basin. The relationship between snowmelt and other variables is measured by GeoDetector. Air temperature, soil moisture, and soil temperature at 1.038 m has a greater influence on snowmelt than others. Full article
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17 pages, 7012 KiB  
Article
Comparing Transient and Steady-State Analysis of Single-Ring Infiltrometer Data for an Abandoned Field Affected by Fire in Eastern Spain
by Simone Di Prima 1,*, Laurent Lassabatere 2, Jesús Rodrigo-Comino 3, Roberto Marrosu 1, Manuel Pulido 4, Rafael Angulo-Jaramillo 2, Xavier Úbeda 5, Saskia Keesstra 6,7, Artemi Cerdà 8 and Mario Pirastru 1
1 Dipartimento di Agraria, Università degli Studi di Sassari, Viale Italia 39, 07100 Sassari, Italy
2 Université de Lyon, UMR5023 Ecologie des Hydrosystèmes Naturels et Anthropisés, CNRS, ENTPE, Université Lyon 1, 3 rue Maurice Audin, 69518 Vaulx-en-Velin, France
3 Department of Geography, Instituto de Geomorfología y Suelos, Málaga University, Campus of Teatinos, 29071 Málaga, Spain
4 GeoEnvironmental Research Group, Faculty of Philosophy and Letters, University of Extremadura, Avda. de la Universidad, 10071 Cáceres, Spain
5 Mediterranean Environmental Research Group (GRAM), Department of Physical Geography and Regional Geographic Analysis, University of Barcelona, Montalegre 6, 08001 Barcelona, Spain
6 Team Soil Water and Land Use, Wageningen Environmental Research, Wageningen UR, Droevendaalsesteeg 3, 6700 AA Wageningen, The Netherlands
7 Civil, Surveying and Environmental Engineering, The University of Newcastle, Callaghan 2308, Australia
8 Soil Erosion and Degradation Research Group, Department of Geography, Valencia University, Blasco Ibàñez, 28, 46010 Valencia, Spain
Water 2018, 10(4), 514; https://doi.org/10.3390/w10040514 - 20 Apr 2018
Cited by 23 | Viewed by 4631
Abstract
This study aimed at determining the field-saturated soil hydraulic conductivity, Kfs, of an unmanaged field affected by fire by means of single-ring infiltrometer runs and the use of transient and steady-state data analysis procedures. Sampling and measurements were carried out in [...] Read more.
This study aimed at determining the field-saturated soil hydraulic conductivity, Kfs, of an unmanaged field affected by fire by means of single-ring infiltrometer runs and the use of transient and steady-state data analysis procedures. Sampling and measurements were carried out in 2012 and 2017 in a fire-affected field (burnt site) and in a neighboring non-affected site (control site). The predictive potential of different data analysis procedures (i.e., transient and steady-state) to yield proper Kfs estimates was investigated. In particular, the transient WU1 method and the BB, WU2 and OPD methods were compared. The cumulative linearization (CL) method was used to apply the WU1 method. Values of Kfs ranging from 0.87 to 4.21 mm·h−1 were obtained, depending on the considered data analysis method. The WU1 method did not yield significantly different Kfs estimates between the sampled sites throughout the five-year period, due to the generally poor performance of the CL method, which spoiled the soil hydraulic characterization. In particular, good fits were only obtained in 23% of the cases. The BB, WU2 and the OPD methods, with a characterization based exclusively on a stabilized infiltration process, yielded an appreciably lower variability of the Kfs data as compared with the WU1 method. It was concluded that steady-state methods were more appropriate for detecting slight changes of Kfs in post-fire soil hydraulic characterizations. Our results showed a certain degree of soil degradation at the burnt site with an immediate reduction of the soil organic matter and a progressive increase of the soil bulk density during the five years following the fire. This general impoverishment resulted in a slight but significant decrease in the field-saturated soil hydraulic conductivity. Full article
(This article belongs to the Special Issue Soil Water Conservation: Dynamics and Impact)
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25 pages, 11312 KiB  
Article
WCSPH with Limiting Viscosity for Modeling Landslide Hazard at the Slopes of Artificial Reservoir
by Sauro Manenti 1, Andrea Amicarelli 2 and Sara Todeschini 1,*
1 Department of Civil Engineering and Architecture (DICAr), University of Pavia, via Ferrata n. 3, 27100 Pavia, Italy
2 Department SFE, Research Institute, Government Property, MEF (RSE SpA), via Rubattino n. 54, 20134 Milano, Italy
Water 2018, 10(4), 515; https://doi.org/10.3390/w10040515 - 20 Apr 2018
Cited by 30 | Viewed by 4460
Abstract
This work illustrated an application of the FOSS code SPHERA v.8.0 (RSE SpA, Milano, Italy) to the simulation of landslide hazard at the slope of a water basin. SPHERA is based on the weakly compressible SPH method (WCSPH) and holds a mixture model, [...] Read more.
This work illustrated an application of the FOSS code SPHERA v.8.0 (RSE SpA, Milano, Italy) to the simulation of landslide hazard at the slope of a water basin. SPHERA is based on the weakly compressible SPH method (WCSPH) and holds a mixture model, consistent with the packing limit of the Kinetic Theory of Granular Flow (KTGF), which was previously tested for simulating two-phase free-surface rapid flows involving water-sediment interaction. In this study a limiting viscosity parameter was implemented in the previous formulation of the mixture model to limit the growth of the apparent viscosity, thus saving computational time while preserving the solution accuracy. This approach is consistent with the experimental behavior of high polymer solutions for which an almost constant value of viscosity may be approached at very low deformation rates near the transition zone of elastic–plastic regime. In this application, the limiting viscosity was used as a numerical parameter for optimization of the computation. Some preliminary tests were performed by simulating a 2D erosional dam break, proving that a proper selection of the limiting viscosity leads to a considerable drop of the computational time without altering significantly the numerical solution. SPHERA was then validated by simulating a 2D scale experiment reproducing the early phase of the Vajont landslide when a tsunami wave was generated that climbed the opposite mountain side with a maximum run-up of about 270 m. The obtained maximum run-up was very close to the experimental result. Influence of saturation of the landslide material below the still water level was also accounted, showing that the landslide dynamics can be better represented and the wave run-up can be properly estimated. Full article
(This article belongs to the Special Issue Water-Induced Landslides: Prediction and Control)
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13 pages, 3848 KiB  
Communication
Occurrence and Removal of Copper and Aluminum in a Stream Confluence Affected by Acid Mine Drainage
by Carolina Rodríguez 1, Enzo Leiva-Aravena 1, Jennyfer Serrano 2 and Eduardo Leiva 1,3,*
1 Departamento de Ingeniería Hidráulica y Ambiental, Pontificia Universidad Católica de Chile, Avenida Vicuña Mackenna 4860, Macul, Santiago 7820436, Chile
2 Escuela de Biotecnología, Universidad Mayor, Camino La Pirámide 5750, Huechuraba, Santiago 8580745, Chile
3 Departamento de Química Inorgánica, Facultad de Química, Pontificia Universidad Católica de Chile, Avenida Vicuña Mackenna 4860, Macul, Santiago 7820436, Chile
Water 2018, 10(4), 516; https://doi.org/10.3390/w10040516 - 20 Apr 2018
Cited by 12 | Viewed by 5039
Abstract
Acid mine drainage (AMD) is an environmental concern characterized by low pH and high concentrations of dissolved metals and sulfate. Yerba Loca Creek in Santiago, Chile, is an AMD-affected water stream that originates in a glacier and, therefore, has a season-dependent flow. This [...] Read more.
Acid mine drainage (AMD) is an environmental concern characterized by low pH and high concentrations of dissolved metals and sulfate. Yerba Loca Creek in Santiago, Chile, is an AMD-affected water stream that originates in a glacier and, therefore, has a season-dependent flow. This water course is characterized by low pH (3.75 ± 0.13) and high concentrations of aluminum (2.2–2.6 mg/L) and copper (4.8–6.5 mg/L). A field campaign was carried out to study the geochemical behavior around the confluence of the Yerba Loca Creek with the San Francisco River, which has a neutral pH and low concentration of dissolved metals. The results show that the geochemical parameters after the confluence are very similar to those registered for the Yerba Loca Creek, due to its great flow in relation to the San Francisco River. The pH after the mixing zone was controlled by the geochemical conditions and flow of the Yerba Loca Creek; however, the turbidity decreases and stabilizes downstream. We found that, despite the low impact of pH on the precipitation of aluminum and copper phases due to poor neutralization, the dissolved aluminum and copper concentrations are slightly decreased after the mixing zone by natural microscale removal processes or suspended solids formation. Scanning electron microscopy–energy-dispersive X-ray spectroscopy (SEM–EDX) analysis of suspended solids indicates the presence of various oxides, hydroxy-sulfates and aluminosilicates, which have a great affinity for adsorption and co-precipitation with dissolved metals (i.e., Al and Cu). A pH-neutralization would favor the formation of more minerals and, therefore, the immobilization of the heavy metals found in these waters. These results contribute to a better understanding of the effect of the confluence of water courses related to pollution by AMD. It is possible that the seasonal variation of the flows has an impact on the composition of water and minerals formed. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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16 pages, 5349 KiB  
Article
Transmission of Water Waves under Multiple Vertical Thin Plates
by Yifei Yu 1, Zhiqun Guo 1,* and Qingwei Ma 1,2
1 College of Shipbuilding Engineering, Harbin Engineering University, Harbin 150001, China
2 School of Engineering and Mathematical Sciences, City University London, London EC1V 0HB, UK
Water 2018, 10(4), 517; https://doi.org/10.3390/w10040517 - 20 Apr 2018
Cited by 2 | Viewed by 4422
Abstract
The transmission of water waves under vertical thin plates, e.g., offshore floating breakwaters, oscillating water column wave energy converters, and so on, is a crucial feature that dominates the hydrodynamic performance of marine devices. In this paper, the analytical solution to the transmission [...] Read more.
The transmission of water waves under vertical thin plates, e.g., offshore floating breakwaters, oscillating water column wave energy converters, and so on, is a crucial feature that dominates the hydrodynamic performance of marine devices. In this paper, the analytical solution to the transmission of water waves under multiple 2D vertical thin plates is firstly derived based on the linear potential theory. The influences of relevant parameters on the wave transmission are discussed, which include the number of plates, the draft of plates, the distance between plates and the water depth. The analytical results suggest that the transmission of progressive waves gradually weakens with the growth of the number and draft of plates, and under the conditions of given number and draft of plates, the distribution of plates has significant influence on the transmission of progressive waves. The results of this paper contribute to the understanding of the transmission of water waves under multiple vertical thin plates, as well as the suggestion on optimal design of complex marine devices, such as a floating breakwater with multiple plates. Full article
(This article belongs to the Section Hydraulics and Hydrodynamics)
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26 pages, 5116 KiB  
Article
Comparing the Sensitivity of Bank Retreat to Changes in Biophysical Conditions between Two Contrasting River Reaches Using a Coupled Morphodynamic Model
by Yannick Y. Rousseau 1,*, Pascale M. Biron 1 and Marco J. Van de Wiel 2
1 Department of Geography, Planning and Environment, Concordia University, Montréal, QC H3G 1M8, Canada
2 Centre for Agroecology, Water and Resilience, Coventry University, Coventry CV1 5FB, UK
Water 2018, 10(4), 518; https://doi.org/10.3390/w10040518 - 20 Apr 2018
Cited by 3 | Viewed by 4377
Abstract
Morphodynamic models of river meandering patterns and dynamics are based on the premise that the integration of biophysical processes matching those operating in natural rivers should result in a better fit with observations. Only a few morphodynamic models have been applied to natural [...] Read more.
Morphodynamic models of river meandering patterns and dynamics are based on the premise that the integration of biophysical processes matching those operating in natural rivers should result in a better fit with observations. Only a few morphodynamic models have been applied to natural rivers, typically along short reaches, and the relative importance of biophysical parameters remains largely unknown in these cases. Here, a series of numerical simulations were run using the hydrodynamic solver TELEMAC-2D, coupled to an advanced physics-based geotechnical module, to verify if sensitivity to key biophysical conditions differs substantially between two natural meandering reaches of different scale and geomorphological context. The model was calibrated against observed measurements of bank retreat for a 1.5 km semi-alluvial meandering reach incised into glacial till (Medway Creek, Ontario, Canada) and an 8.6 km long sinuous alluvial reach of the St. François River (Quebec, Canada). The two river reaches have contrasting bed and bank composition, and they differ in width by one order of magnitude. Calibration was performed to quantify and contrast the contribution of key geotechnical parameters, such as bank cohesion, to bank retreat. Results indicate that the sensitivity to key geotechnical parameters is dependent on the biophysical context and highly variable at the sub-reach scale. The homogeneous sand-bed St. François River is less sensitive to cohesion and friction angle than the more complex Medway Creek, flowing through glacial-till deposits. The latter highlights the limits of physics-based models for practical purposes, as the amount and spatial resolution of biophysical parameters required to improve the agreement between simulation results and observations may justify the use of a reduced complexity modelling approach. Full article
(This article belongs to the Special Issue Streambank Erosion: Monitoring, Modeling and Management)
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19 pages, 4557 KiB  
Article
The Mediterranean Moisture Contribution to Climatological and Extreme Monthly Continental Precipitation
by Danica Ciric *, Raquel Nieto *, Lucia Losada, Anita Drumond and Luis Gimeno
EPhysLab (Environmental Physics Laboratory), Facultade de Ciencias, Universidade de Vigo, 32004 Ourense, Spain
Water 2018, 10(4), 519; https://doi.org/10.3390/w10040519 - 21 Apr 2018
Cited by 20 | Viewed by 6904
Abstract
Moisture transport from its sources to surrounding continents is one of the most relevant topics in hydrology, and its role in extreme events is crucial for understanding several processes such as intense precipitation and flooding. In this study, we considered the Mediterranean Sea [...] Read more.
Moisture transport from its sources to surrounding continents is one of the most relevant topics in hydrology, and its role in extreme events is crucial for understanding several processes such as intense precipitation and flooding. In this study, we considered the Mediterranean Sea as the main water source and estimated its contribution to the monthly climatological and extreme precipitation events over the surrounding continental areas. To assess the effect of the Mediterranean Sea on precipitation, we used the Multi-Source Weighted-Ensemble Precipitation (MSWEP) database to characterize precipitation. The Lagrangian dispersion model known as FLEXPART was used to estimate the moisture contribution of this source. This contribution was estimated by tracking particles that leave the Mediterranean basin monthly and then calculating water loss (E − P < 0) over the continental region, which was modelled by FLEXPART. The analysis was conducted using data from 1980 to 2015 with a spatial resolution of 0.25°. The results showed that, in general, the spatial pattern of the Mediterranean source’s contribution to precipitation, unlike climatology, is similar during extreme precipitation years in the regions under study. However, while the Mediterranean Sea is usually not an important source of climatological precipitation for some European regions, it is a significant source during extreme precipitation years. Full article
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16 pages, 4749 KiB  
Article
Seasonal and Interannual Variability in Coastal Circulations in the Northern South China Sea
by Jin Liu 1, Juanjuan Dai 1, Dongfeng Xu 2, Jun Wang 2 and Yeping Yuan 1,2,*
1 Institute of Physical Oceanography, Ocean College, Zhejiang University, Zhoushan 316021, China
2 State Key Laboratory of Satellite Ocean Environment Dynamics, Second Institute of Oceanography, State Oceanic Administration, Hangzhou 310000, China
Water 2018, 10(4), 520; https://doi.org/10.3390/w10040520 - 21 Apr 2018
Cited by 12 | Viewed by 3929
Abstract
Seasonal cycle and interannual variability in coastal circulations in the northern South China Sea (NSCS) are investigated using satellite altimeter data from March 1993 to September 2016. Altimeter-derived velocity anomalies are in good agreement with acoustic Doppler current profilers (ADCP) observations at an [...] Read more.
Seasonal cycle and interannual variability in coastal circulations in the northern South China Sea (NSCS) are investigated using satellite altimeter data from March 1993 to September 2016. Altimeter-derived velocity anomalies are in good agreement with acoustic Doppler current profilers (ADCP) observations at an adjacent location. Along-shelf volume transport anomalies in the NSCS indicate northeastward transports from mid-spring to summer and southwestward transports from mid-autumn to winter, which are consistent with previous studies in this region. According to convergence and divergence in the target control volumes, cross-shelf volume transports are estimated as the differences between two neighboring along-shelf volume transport anomalies, with the assumption that long-term mean along-shelf volume transports at each cross-sections are identical. The results show onshore transports in mid-autumn and offshore transports in early summer. The comparison between altimeter-derived and ADCP-estimated cross-shelf volume transports is encouraging, especially when the region has relatively low mesoscale activities and a low freshwater input. Reconstructed cross-shelf volume transports through multiple linear regression reveal that seasonal harmonics is the primary force in driving cross-shelf volume transports in the NSCS, while wind and El Niño have secondary effects on controlling cross-shelf volume transports in different regions. The present study helps to quantify the long-term coastal circulations, especially cross-shelf volume transports, based on altimeter data, which has important implications on the dynamics in coastal regions where observational data is limited. Full article
(This article belongs to the Section Hydrology)
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19 pages, 26803 KiB  
Article
Cover Crops for Managing Stream Water Quantity and Improving Stream Water Quality of Non-Tile Drained Paired Watersheds
by Gurbir Singh *, Jon E. Schoonover and Karl W. J. Williard
Department of Forestry, College of Agricultural Sciences, Southern Illinois University Carbondale, Carbondale, IL 62901, USA
Water 2018, 10(4), 521; https://doi.org/10.3390/w10040521 - 21 Apr 2018
Cited by 27 | Viewed by 5441
Abstract
In the Midwestern United States, cover crops are being promoted as a best management practice for managing nutrient and sediment losses from agricultural fields through surface and subsurface water movement. To date, the water quality benefits of cover crops have been inferred primarily [...] Read more.
In the Midwestern United States, cover crops are being promoted as a best management practice for managing nutrient and sediment losses from agricultural fields through surface and subsurface water movement. To date, the water quality benefits of cover crops have been inferred primarily from plot scale studies. This project is one of the first to analyze the impacts of cover crops on stream water quality at the watershed scale. The objective of this research was to evaluate nitrogen, phosphorus, and sediment loss in stream water from a no-till corn-soybean rotation planted with winter cover crops cereal rye (Secale cereale) and hairy vetch (Vicia villosa) in non-tile drained paired watersheds in Illinois, USA. The paired watersheds are under mixed land use (agriculture, forest, and pasture). The control watershed had 27 ha of row-crop agriculture, and the treatment watershed had 42 ha of row crop agriculture with cover crop treatment (CC-treatment). During a 4-year calibration period, 42 storm events were collected and Event Mean Concentrations (EMCs) for each storm event were calculated for total suspended solids (TSS), nitrate-N (NO3-N), ammonia-N (NH4-N), dissolved reactive phosphorus (DRP), and total discharge. Predictive regression equations developed from the calibration period were used for calculating TSS, NO3-N, NH4-N, and DRP losses of surface runoff for the CC-treatment watershed. The treatment period consisted of total 18 storm events, seven of which were collected during the cereal rye, eight in the hairy vetch cover crop season and three during cash crop season. Cover crops reduced TSS and discharge by 33% and 34%, respectively in the CC-treatment watershed during the treatment period. However, surprisingly, EMCs for NO3-N, NH4-N, and DRP did not decrease. Stream discharge from the paired-watersheds will continue to be monitored to determine if the current water quality results hold or new patterns emerge. Full article
(This article belongs to the Section Water Quality and Contamination)
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20 pages, 6898 KiB  
Article
Some Aspects of Turbulent Mixing of Jets in the Marine Environment
by Michele Mossa 1,* and Peter A. Davies 2
1 Department of Civil, Environmental, Land, Building Engineering & Chemistry, Polytechnic University of Bari, Via E. Orabona 4, 70125 Bari, Italy
2 Department of Civil Engineering, University of Dundee, Dundee DD14HN, UK
Water 2018, 10(4), 522; https://doi.org/10.3390/w10040522 - 21 Apr 2018
Cited by 15 | Viewed by 5943
Abstract
Prominent among environmental problems is the pollution of the coastal marine zone as a result of anthropogenic activities. On this point, while studies of jets in still water and in crossflows have been developed in many research centres, studies on jets interacting with [...] Read more.
Prominent among environmental problems is the pollution of the coastal marine zone as a result of anthropogenic activities. On this point, while studies of jets in still water and in crossflows have been developed in many research centres, studies on jets interacting with waves are still rare. The present study analyses turbulent, non-buoyant water jets issued into a wave environment. A comparison of the time-averaged and phase-averaged velocity components has been carried out, in order to highlight the flow patterns in the two configurations. The experimental data have also been compared with others in the literature, such as the relationship between the dimensionless, longitudinal, time-averaged velocities of the jet mean axis and the distance from the source. Such comparisons reveal a good agreement. Furthermore, using the analogy between the equation of the turbulent transport of a solute concentration and the equation of the turbulent kinetic energy, the paper presents also estimates of the turbulence diffusion coefficients and advection terms of jets in a wave environment. The experimental results are compared with jets in still water. With the presence of waves, the turbulence length-scales in the streamwise direction vary, contributing to an increase in streamwise turbulent diffusion, relative to the condition of the same jet in still water. The analysis of the jet streamwise advection term reveals that it increases in the case of jets in a wave environment, as compared to no-wave conditions. Full article
(This article belongs to the Special Issue Turbulence in River and Maritime Hydraulics)
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14 pages, 5298 KiB  
Article
Comparison of Pressure-Driven Formulations for WDN Simulation
by Carlo Ciaponi and Enrico Creaco *
Dipartimento di Ingegneria Civile e Architettura, Univ. of Pavia, Via Ferrata 3, 27100 Pavia, Italy
Water 2018, 10(4), 523; https://doi.org/10.3390/w10040523 - 21 Apr 2018
Cited by 19 | Viewed by 3738
Abstract
This paper presents the comparison of five pressure-driven formulations in the context of water distribution network (WDN) modelling. These formulations, which relate nodal outflow q to users to demands d and nodal pressure heads h, were implemented inside the global gradient algorithm [...] Read more.
This paper presents the comparison of five pressure-driven formulations in the context of water distribution network (WDN) modelling. These formulations, which relate nodal outflow q to users to demands d and nodal pressure heads h, were implemented inside the global gradient algorithm for the snapshot solution of the equations concerning mass and energy conservation at WDN nodes and pipes, respectively. The modelling of leakage nodal outflows as a function of pressure was also considered. The applications concerned two case studies, in which nodal demands were suitably amplified to lower service pressure below the desired values. This was done to stress the effects of the pressure-driven dependence q(h) in the WDN. The results showed that the formulations tend to behave similarly in terms of nodal outflows. Compared to a widely used formulation, which features a q(h) relationship with derivative discontinuities, the other four formulations analyzed tend to guarantee faster algorithm convergence, above all for simple and poorly interconnected WDNs, due to their smooth q(h) relationship. The results in terms of nodal pressure heads can be very different, above all for low values of h. Full article
(This article belongs to the Special Issue Advances in Water Distribution Networks)
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29 pages, 17196 KiB  
Article
A Novel Multislope MUSCL Scheme for Solving 2D Shallow Water Equations on Unstructured Grids
by Haiyong Xu, Xingnian Liu, Fujian Li, Sheng Huang and Chao Liu *
State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu 610065, China
Water 2018, 10(4), 524; https://doi.org/10.3390/w10040524 - 21 Apr 2018
Cited by 2 | Viewed by 5235
Abstract
Within the framework of the two-dimensional cell-centered Godunov-type finite volume (CCFV) method, this paper presents a novel multislope scheme on the basis of the monotone upstream scheme for conservation law (MUSCL) for numerically solving nonlinear shallow water equations on two-dimensional triangular grids. The [...] Read more.
Within the framework of the two-dimensional cell-centered Godunov-type finite volume (CCFV) method, this paper presents a novel multislope scheme on the basis of the monotone upstream scheme for conservation law (MUSCL) for numerically solving nonlinear shallow water equations on two-dimensional triangular grids. The Riemann states of the considered edge are calculated by an edge-based reconstructing procedure, where a limited scalar slope is employed to prevent potential numerical oscillations. The novel aspect of the new scheme is that it takes advantage of the geometrical characteristics of triangular grids in the reconstructing and limiting procedures, which effectively reduces the cost of computation and provides higher resolution and accuracy compared with classical MUSCL schemes. Seven tests are adopted to verify the scheme, and the results indicate that this scheme is efficient, accurate, robust, and high-resolution, and can be an ideal alternative for solving shallow water problems over uneven and frictional topography. Full article
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8 pages, 572 KiB  
Communication
Individual Local Farmers’ Perceptions of Environmental Change in Tanzania
by Lina Röschel 1, Frieder Graef 2, Ottfried Dietrich 2, Meike Pendo Schäfer 2,* and Dagmar Haase 3
1 Ecologic Institute Berlin, 10717 Berlin, Germany
2 Leibniz Centre for Agricultural Landscape Research (ZALF), 15374 Müncheberg, Germany
3 Geographic Department of Humboldt, University of Berlin, 12489 Berlin, Germany
Water 2018, 10(4), 525; https://doi.org/10.3390/w10040525 - 22 Apr 2018
Cited by 11 | Viewed by 4033
Abstract
Climatic and environmental changes are expected to affect in particular those regions where the economy is primarily based on the agricultural sector and where the dependency on water availability is high. This study examines how smallholder farmers in rural Tanzania perceived climatic and [...] Read more.
Climatic and environmental changes are expected to affect in particular those regions where the economy is primarily based on the agricultural sector and where the dependency on water availability is high. This study examines how smallholder farmers in rural Tanzania perceived climatic and environmental changes over the past 20 years and the resulting effects on water availability and food security. The study is based on a household survey of 899 farmers in a semi-arid and a sub-humid region in Tanzania. It was found that (a) significant differences in perceptions of the environment by farmers can be attributed to agro-climatic location, while the distance to a water source has less impact on individual perception; (b) differently perceived changes affect individual water availability and food security; and (c) the farm level adaptation methods applied are linked to vulnerability to changes and the household dependence on the immediate environment. The authors conclude that the specific environmental surroundings paired with socio-economic factors can severely compound the negative effects of water scarcity on rural farmers. Full article
(This article belongs to the Special Issue Soil Water Conservation: Dynamics and Impact)
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12 pages, 4119 KiB  
Article
Effects of Partial Root-Zone Irrigation on the Water Use Efficiency and Root Water and Nitrate Uptake of Corn
by Rahman Barideh, Sina Besharat *, Mohamad Morteza and Vahid Rezaverdinejad
Water Engineering Department, Urmia University, Urmia 165, Iran
Water 2018, 10(4), 526; https://doi.org/10.3390/w10040526 - 23 Apr 2018
Cited by 13 | Viewed by 4054
Abstract
Due to water shortages and the increasing need for food in recent years, the optimization of water consumption parameters, fertilizers, and food production are essential and a priority. The aim of this study is to investigate the effect of partial root-zone irrigation (PRI) [...] Read more.
Due to water shortages and the increasing need for food in recent years, the optimization of water consumption parameters, fertilizers, and food production are essential and a priority. The aim of this study is to investigate the effect of partial root-zone irrigation (PRI) methods on corn plant characteristics. The study also tried to measure the water use efficiency (WUE) of corn in pot cultivation and provide the best method of management in the fields of irrigation and fertigation. For this purpose, three irrigation methods, including alternate partial root-zone irrigation (APRI), fixed partial root-zone irrigation (FPRI), and conventional irrigation (CI) were studied in pots, and completely randomized blocks with eight replications were carried out. Each pot was evenly separated with plastic sheets into two sub-parts of equal volume, between which no water exchange occurred. The water content of the field capacity was calculated by the weighting method. The water requirement was provided daily, equal to 95% of the field capacity water content. Parameters including shoot and root dry weight, nitrate (N) uptake, the remaining nitrate in the soil, leaf area index, and WUE during the growing season were measured and compared. According to the results, the amount of saved water using the FPRI and APRI methods compared to the CI method were 28% and 32%, respectively. The highest and lowest WUE were observed as equal to 4.88 and 3.82 g/L using the APRI and CI methods, respectively, among which the CI method had the highest yield according to the amount of utilized water. Given the statistical examinations, there was no significant difference in the nitrate level of plants between CI and APRI, and the lowest uptake was observed in FPRI. Finally, considering indicators of yield production and WUE simultaneously, the APRI method was selected as the best method of management. Full article
(This article belongs to the Special Issue Advances in Agriculture Water Efficiency)
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13 pages, 2002 KiB  
Article
Nitrogen Removal in Greywater Living Walls: Insights into the Governing Mechanisms
by Harsha S. Fowdar 1,2,*, Ana Deletic 1,3, Belinda E. Hatt 1,2 and Perran L. M. Cook 2,4
1 Monash Infrastructure Research Institute, Department of Civil Engineering, Monash University, Clayton, VIC 3800, Australia
2 Cooperative Research Centre for Water Sensitive Cities, Melbourne, VIC 3800, Australia
3 School of Civil and Environmental Engineering, University of New South Wales Sydney, Kensington 2052, Australia
4 Water Studies Centre, School of Chemistry, Monash University, Clayton, VIC 3800, Australia
Water 2018, 10(4), 527; https://doi.org/10.3390/w10040527 - 23 Apr 2018
Cited by 20 | Viewed by 4932
Abstract
Nitrogen is a pollutant of great concern when present in excess in surface waters. Living wall biofiltration systems that employ ornamentals and climbing plants are an emerging green technology that has recently demonstrated significant potential to reduce nitrogen concentrations from greywater before outdoor [...] Read more.
Nitrogen is a pollutant of great concern when present in excess in surface waters. Living wall biofiltration systems that employ ornamentals and climbing plants are an emerging green technology that has recently demonstrated significant potential to reduce nitrogen concentrations from greywater before outdoor domestic re-use. However, there still exists a paucity of knowledge around the mechanisms governing this removal, particularly in regards to the fate of dissolved organic nitrogen (DON) within these systems. Understanding the fate of nitrogen in living wall treatment systems is imperative both to optimise designs and to predict the long-term viability of these systems, more so given the growing interest in adopting green infrastructure within urban cities. A laboratory study was undertaken to investigate the transformation and fate of nitrogen in biofilters planted with different climbing plants and ornamental species. An isotropic tracer (15N-urea) was applied to quantify the amount removed through coupled nitrification-denitrification. The results found that nitrification-denitrification formed a minor removal pathway in planted systems, comprising only 0–15% of added 15N. DON and ammonium were effectively reduced by all biofilter designs, indicating effective mineralisation and nitrification rates. However, in designs with poor nitrogen removal, the effluent was enriched with nitrate, suggesting limited denitrification rates. Given the likely dominance of plant assimilation in removal, this indicates that plant selection is a critical design parameter, as is maintaining healthy plant growth for optimal nitrogen removal in greywater living wall biofilters in their early years of operation. Full article
(This article belongs to the Section Water Quality and Contamination)
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19 pages, 9951 KiB  
Article
Using SWAT-LUD Model to Estimate the Influence of Water Exchange and Shallow Aquifer Denitrification on Water and Nitrate Flux
by Xiaoling Sun 1,2,3,*, Léonard Bernard-Jannin 3,4, Youen Grusson 3,5,6, Sabine Sauvage 3, Jeffrey Arnold 7, Raghavan Srinivasan 8 and José Miguel Sánchez Pérez 3,*
1 School of Environmental Science and Engineering, Southern University of Science and Technology of China, Shenzhen 518055, China
2 State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
3 Laboratoire d’Ecologie Fonctionnelle et Environnement (ECOLAB), UMR 5245 CNRS-UPS-INPT Ecole Nationale Supérieure Agronomique de Toulouse (ENSAT), Avenue de l’Agrobiopole BP 32607 AuzevilleTolosane, France
4 Institut des Sciences de la Terre d’Orléans (ISTO), UMR 7327 Université d’Orléans-CNRS-BRGM, 1A rue de la Férollerie 45100 Orléans, France
5 Chaire de Recherche EDS en Previsions et Actions Hydrologiques, Department of Civil and Water Engineering, Université Laval, Québec City, QC G1V 0A6, Canada
6 Swedish University of Agricultural Sciences Department of Soil and Environment, Division of Soil Physics, P.O. Box 7014, SE-750 07 Uppsala, Sweden
7 Grassland, Soil & Water Research Laboratory USDA-ARS, Temple, TX 76502, USA
8 Spatial Science Laboratory in the Department of Ecosystem Science and Management, Texas A&M University, College Station, TX 77845, USA
Water 2018, 10(4), 528; https://doi.org/10.3390/w10040528 - 23 Apr 2018
Cited by 7 | Viewed by 4522
Abstract
Numerous studies have pointed out the importance of groundwater and surface water interaction (SW–GW) in a river system. However; those functions have rarely been considered in large scale hydrological models. The SWAT-LUD model has been developed based on the Soil and Water Assessment [...] Read more.
Numerous studies have pointed out the importance of groundwater and surface water interaction (SW–GW) in a river system. However; those functions have rarely been considered in large scale hydrological models. The SWAT-LUD model has been developed based on the Soil and Water Assessment Tool (SWAT) model; and it integrates a new type of subbasin; which is called subbasin-LU (SL); to represent the floodplain area. New modules representing SW–GW exchanges and shallow aquifer denitrification are developed in the SWAT-LUD model. In this study; the SWAT-LUD model was applied to the middle floodplain area of the Garonne catchment in France. The results showed that the SWAT-LUD model could represent the SW–GW exchange and shallow aquifer denitrification appropriately. An annual 44.1 × 107 m3 of water flowed into the river from the study area; but the annual exchanged water volume was 6.4 × 107 m3; which represented just 1% of the river discharge. A total of 384 tons of N-NO3 (0.023 t·ha−1) was consumed by denitrification in the floodplain shallow aquifer annually. The nitrate concentration (N-NO3) decrease in the channel was 0.12 mg·L−1; but in the shallow aquifer it reached 11.40 mg·L−1; 8.05 mg·L−1; and 5.41 mg·L−1 in LU1; LU2; and LU3; respectively. Our study reveals that; in the Garonne floodplain; denitrification plays a significant role in the attenuation of nitrate associated with groundwater; but the impacts of denitrification on nitrate associated with river water is much less significant. Full article
(This article belongs to the Section Water Quality and Contamination)
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17 pages, 7816 KiB  
Article
PATs Operating in Water Networks under Unsteady Flow Conditions: Control Valve Manoeuvre and Overspeed Effect
by Modesto Pérez-Sánchez 1, P. Amparo López-Jiménez 1 and Helena M. Ramos 2,*
1 Hydraulic and Environmental Engineering Department, Universitat Politècnica de València, 46022 Valencia, Spain
2 Civil Engineering, Architecture and Georesources Departament, CERIS, Instituto Superior Técnico, Universidade de Lisboa, 1049-001 Lisboa, Portugal
Water 2018, 10(4), 529; https://doi.org/10.3390/w10040529 - 23 Apr 2018
Cited by 13 | Viewed by 4571
Abstract
The knowledge of transient conditions in water pressurized networks equipped with pump as turbines (PATs) is of the utmost importance and necessary for the design and correct implementation of these new renewable solutions. This research characterizes the water hammer phenomenon in the design [...] Read more.
The knowledge of transient conditions in water pressurized networks equipped with pump as turbines (PATs) is of the utmost importance and necessary for the design and correct implementation of these new renewable solutions. This research characterizes the water hammer phenomenon in the design of PAT systems, emphasizing the transient events that can occur during a normal operation. This is based on project concerns towards a stable and efficient operation associated with the normal dynamic behaviour of flow control valve closure or by the induced overspeed effect. Basic concepts of mathematical modelling, characterization of control valve behaviour, damping effects in the wave propagation and runaway conditions of PATs are currently related to an inadequate design. The precise evaluation of basic operating rules depends upon the system and component type, as well as the required safety level during each operation. Full article
(This article belongs to the Special Issue Advances in Water Distribution Networks)
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17 pages, 5268 KiB  
Article
Inundation Analysis of Reservoir Flood Based on Computer Aided Design (CAD) and Digital Elevation Model (DEM)
by Jiqing Li, Jianchang Li * and Kaiwen Yao
Renewable Energy School, North China Electric Power University, Beijing 102206, China
Water 2018, 10(4), 530; https://doi.org/10.3390/w10040530 - 23 Apr 2018
Cited by 5 | Viewed by 5131
Abstract
GIS (Geographic Information System) can be used to combine multiple hydrologic data and geographic data for FIA (Flood Impact Assessment). For a developing country like China, a lot of geographic data is in the CAD (Computer Aided Design) format. The commonly used method [...] Read more.
GIS (Geographic Information System) can be used to combine multiple hydrologic data and geographic data for FIA (Flood Impact Assessment). For a developing country like China, a lot of geographic data is in the CAD (Computer Aided Design) format. The commonly used method for converting CAD into DEM may result in data loss. This paper introduces a solution for the conversion between CAD data and DEM data. The method has been applied to the FIA based on the topographic map of CAD in Hanjiang River. When compared with the other method, the new method solves the data loss problem. Besides, the paper use GIS to simulate the inundation range, area, and the depth distribution of flood backwater. Based on the analysis, the author concludes: (1) the differences of the inundation areas between the flood of HQ100 and the flood of HQ50 are small. (2) The inundation depth shows a decreasing trend along the upstream of the river. (3) The inundation area less than 4 m in flood of HQ50 is larger than that in flood of HQ100, the result is opposite when the inundation depth is greater than 4 m. (4) The flood loss is 392.32 million RMB for flood of HQ50 and 610.02 million RMB for flood of HQ100. The method can be applied to FIA. Full article
(This article belongs to the Special Issue Applications of Remote Sensing and GIS in Hydrology)
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12 pages, 2239 KiB  
Article
Adsorption of Isothiazolone Biocides in Textile Reverse Osmosis Concentrate by Powdered Activated Carbon
by Bing-Tian Li 1,2,3, Zhuo Chen 1,2, Wen-Long Wang 1,2, Ying-Xue Sun 4, Tian-Hui Zhou 1, Ang Li 1,2, Qian-Yuan Wu 1,* and Hong-Ying Hu 2
1 Key Laboratory of Microorganism Application and Risk Control of Shenzhen, Guangdong Provincial Engineering Research Center for Urban Water Recycling and Environmental Safety, Graduate School at Shenzhen, Tsinghua University, Shenzhen 518055, China
2 Environmental Simulation and Pollution Control State Key Joint Laboratory, State Environmental Protection Key Laboratory of Microorganism Application and Risk Control (SMARC), School of Environment, Tsinghua University, Beijing 100084, China
3 Beijing New Airport Construction Headquarters (BNAH), Beijing 102602, China
4 Department of Environmental Science and Engineering, Beijing Technology and Business University, Beijing 100048, China
Water 2018, 10(4), 532; https://doi.org/10.3390/w10040532 - 23 Apr 2018
Cited by 9 | Viewed by 3978
Abstract
Isothiazolones have been widely applied as non-oxidizing biocides to prevent biofouling of reverse osmosis (RO) membranes. However, few studies have investigated suitable RO concentrate treatments to remove these biocides. This study evaluated the adsorption behavior of four isothiazolone biocides, 2-methyl-4-isothiazolin-3-one (MIT), 5-chloro-2-methyl-4-isothiazolin-3-one (CMIT), [...] Read more.
Isothiazolones have been widely applied as non-oxidizing biocides to prevent biofouling of reverse osmosis (RO) membranes. However, few studies have investigated suitable RO concentrate treatments to remove these biocides. This study evaluated the adsorption behavior of four isothiazolone biocides, 2-methyl-4-isothiazolin-3-one (MIT), 5-chloro-2-methyl-4-isothiazolin-3-one (CMIT), 1,2-benzisothiazol-3(2H)-one (BIT), and 2-n-octyl-4-isothiazolin-3-one (OIT), by powdered activated carbon (PAC). Isothiazolones adsorption was found to obey pseudo second-order kinetics. Langmuir adsorption isotherms were more suitable to simulation of the adsorption effects than Freundlich isotherms. The adsorption amount followed the order OIT > BIT > CMIT > MIT, in accordance with the isothiazolones octanol/water partition coefficients (Kow), indicating that hydrophobicity is the main factor for influencing adsorption amounts. Following normalization with Kow, the amounts of isothiazolones adsorbed at equilibrium and normalized aqueous concentrations showed a linear relationship in a log-linear form. 1,2-benzisothiazol-3(2H)-one is anionic at high pH, and difficult to adsorb, while neutral BIT is more likely to be adsorbed. Textile reverse osmosis concentrate had an adverse effect on MIT, CMIT and BIT adsorption, but little effect on adsorption of OIT, which has a high log Kow value. There was competition between organics and isothiazolones for PAC adsorption sites, which influenced the adsorption efficiency. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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13 pages, 37337 KiB  
Article
An Efficient Method for Mapping High-Resolution Global River Discharge Based on the Algorithms of Drainage Network Extraction
by Jiaye Li 1, Tiejian Li 1,2, Suning Liu 3 and Haiyun Shi 2,3,*
1 State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
2 State Key Laboratory of Plateau Ecology and Agriculture, Qinghai University, Xining 810016, China
3 Department of Civil Engineering, The University of Hong Kong, Hong Kong 999077, China
Water 2018, 10(4), 533; https://doi.org/10.3390/w10040533 - 23 Apr 2018
Cited by 8 | Viewed by 6510
Abstract
River discharge, which represents the accumulation of surface water flowing into rivers and ultimately into the ocean or other water bodies, may have great impacts on water quality and the living organisms in rivers. However, the global knowledge of river discharge is still [...] Read more.
River discharge, which represents the accumulation of surface water flowing into rivers and ultimately into the ocean or other water bodies, may have great impacts on water quality and the living organisms in rivers. However, the global knowledge of river discharge is still poor and worth exploring. This study proposes an efficient method for mapping high-resolution global river discharge based on the algorithms of drainage network extraction. Using the existing global runoff map and digital elevation model (DEM) data as inputs, this method consists of three steps. First, the pixels of the runoff map and the DEM data are resampled into the same resolution (i.e., 0.01-degree). Second, the flow direction of each pixel of the DEM data (identified by the optimal flow path method used in drainage network extraction) is determined and then applied to the corresponding pixel of the runoff map. Third, the river discharge of each pixel of the runoff map is calculated by summing the runoffs of all the pixels in the upstream of this pixel, similar to the upslope area accumulation step in drainage network extraction. Finally, a 0.01-degree global map of the mean annual river discharge is obtained. Moreover, a 0.5-degree global map of the mean annual river discharge is produced to display the results with a more intuitive perception. Compared against the existing global river discharge databases, the 0.01-degree map is of a generally high accuracy for the selected river basins, especially for the Amazon River basin with the lowest relative error (RE) of 0.3% and the Yangtze River basin within the RE range of ±6.0%. However, it is noted that the results of the Congo and Zambezi River basins are not satisfactory, with RE values over 90%, and it is inferred that there may be some accuracy problems with the runoff map in these river basins. Full article
(This article belongs to the Special Issue Applications of Remote Sensing and GIS in Hydrology)
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46 pages, 18468 KiB  
Article
Analysis of Anthropogenic, Climatological, and Morphological Influences on Dissolved Organic Matter in Rocky Mountain Streams
by Nicolás Rodríguez-Jeangros 1, Amanda S. Hering 2,* and John E. McCray 1,3
1 Civil and Environmental Engineering Department, Colorado School of Mines, 1500 Illinois St, Golden, CO 80401, USA
2 Department of Statistical Science, Baylor University, One Bear Place #97140, Waco, TX 76798, USA
3 Hydrologic Science and Engineering Program, Colorado School of Mines, 1500 Illinois St, Golden, CO 80401, USA
Water 2018, 10(4), 534; https://doi.org/10.3390/w10040534 - 23 Apr 2018
Cited by 2 | Viewed by 5716
Abstract
In recent decades, the Rocky Mountains (RM) have undergone significant changes associated with anthropogenic activities and natural disturbances. These changes have the potential to alter primary productivity and biomass carbon storage. In particular, dissolved organic carbon (DOC) in RM streams can affect heterotrophic [...] Read more.
In recent decades, the Rocky Mountains (RM) have undergone significant changes associated with anthropogenic activities and natural disturbances. These changes have the potential to alter primary productivity and biomass carbon storage. In particular, dissolved organic carbon (DOC) in RM streams can affect heterotrophic processes, act as a source for the nutrient cycle, absorb sunlight radiation, alter metal transport, and can promote the production of carcinogenic byproducts during water treatment. Recent studies have focused on the relationship between bark beetle infestations and stream organic matter but have reached conflicting conclusions. Consequently, here we compile and process multiple datasets representing features of the RM for the period 1983–2012 with the purpose of assessing their relative influence on stream DOC concentrations using spatial statistical modeling. Features representing climate, land cover, forest disturbances, topography, soil types, and anthropogenic activities are included. We focus on DOC during base-flow conditions in RM streams because base-flow concentrations are more representative of the longer-term (annual to decadal) impacts and are less dependent on episodic, short-term storm and runoff/erosion events. To predict DOC throughout the network, we use a stream network model in a 56,550 km2 area to address the intrinsic connectivity and hydrologic directionality of the stream network. Natural forest disturbances are positively correlated with increased DOC concentrations; however, the effect of urbanization is far greater. Similarly, higher maximum temperatures, which can be exacerbated by climate change, are also associated with elevated DOC concentrations. Overall, DOC concentrations present an increasing trend over time in the RM region. Full article
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Review

Jump to: Editorial, Research

13 pages, 888 KiB  
Review
Discussion on Stochastic Analysis of Hydraulic Vibration in Pressurized Water Diversion and Hydropower Systems
by Jianxu Zhou * and Yu Chen
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
Water 2018, 10(4), 353; https://doi.org/10.3390/w10040353 - 22 Mar 2018
Cited by 8 | Viewed by 2970
Abstract
Hydraulic vibration exists in various water conveyance projects and has resulted in different operating problems, but its obvious effects on system’s pressure head and stable operation have not been definitively addressed in the issued codes for engineering design, especially considering the uncertainties of [...] Read more.
Hydraulic vibration exists in various water conveyance projects and has resulted in different operating problems, but its obvious effects on system’s pressure head and stable operation have not been definitively addressed in the issued codes for engineering design, especially considering the uncertainties of hydraulic vibration. After detailed analysis of the randomness in hydraulic vibration and the commonly used stochastic approaches, in the basic equations for hydraulic vibration analysis, the random parameters and the formed stochastic equations were discussed for further probabilistic characteristic analysis of the random variables. Furthermore, preliminary investigation of the stochastic analysis of hydraulic vibration in pressurized pipelines and possible self-excited vibration in pumped-storage systems was presented for further consideration. The detailed discussion indicates that it is necessary to conduct further and systematic stochastic analysis of hydraulic vibration. Further, with the obtained frequencies and amplitudes in the form of a probability statement, the stochastic characteristics of various hydraulic vibrations can be investigated in detail and these solutions will be more reasonable for practical applications. Eventually, the stochastic analysis of hydraulic vibration will provide a basic premise to introduce its effect into the engineering design of water diversion and hydropower systems. Full article
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25 pages, 17909 KiB  
Review
Crop Upgrading Strategies and Modelling for Rainfed Cereals in a Semi-Arid Climate—A Review
by Festo Richard Silungwe 1,2,*, Frieder Graef 1, Sonoko Dorothea Bellingrath-Kimura 1,2, Siza Donald Tumbo 3, Frederick Cassian Kahimba 3 and Marcos Alberto Lana 1,4
1 Leibniz Center for Agricultural Landscape Research (ZALF), Institute of Land Use Systems, Eberswalder Straße, 84, 15374 Müncheberg, Germany
2 Faculty of Life Sciences, Humboldt Universität zu Berlin, Unter den Linden 6, 10099 Berlin, Germany
3 Department of Engineering Sciences and Technology, Sokoine University of Agriculture, P.O. Box 3003, CHUO KIKUU, Morogoro 3003, Tanzania
4 Crop. Production Ecology, Swedish University of Agricultural Sciences, Ulls väg 16, 75007 Uppsala, Sweden
Water 2018, 10(4), 356; https://doi.org/10.3390/w10040356 - 22 Mar 2018
Cited by 16 | Viewed by 5768
Abstract
Spatiotemporal rainfall variability and low soil fertility are the primary crop production challenges facing poor farmers in semi-arid environments. However, there are few solutions for addressing these challenges. The literature provides several crop upgrading strategies (UPS) for improving crop yields, and biophysical models [...] Read more.
Spatiotemporal rainfall variability and low soil fertility are the primary crop production challenges facing poor farmers in semi-arid environments. However, there are few solutions for addressing these challenges. The literature provides several crop upgrading strategies (UPS) for improving crop yields, and biophysical models are used to simulate these strategies. However, the suitability of UPS is limited by systemization of their areas of application and the need to cope with the challenges faced by poor farmers. In this study, we reviewed 187 papers from peer-reviewed journals, conferences and reports that discuss UPS suitable for cereals and biophysical models used to assist in the selection of UPS in semi-arid areas. We found that four UPS were the most suitable, namely tied ridges, microdose fertilization, varying sowing dates, and field scattering. The DSSAT, APSIM and AquaCrop models adequately simulate these UPS. This work provides a systemization of crop UPS and models in semi-arid areas that can be applied by scientists and planners. Full article
(This article belongs to the Special Issue Soil Water Conservation: Dynamics and Impact)
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17 pages, 5506 KiB  
Review
Advances in Water Use Efficiency in Agriculture: A Bibliometric Analysis
by Juan F. Velasco-Muñoz, José A. Aznar-Sánchez *, Luis J. Belmonte-Ureña and María J. López-Serrano
Department of Economics and Business, Research Centre CIAIMBITAL and CAESCG, University of Almería, 04120 Almería, Spain
Water 2018, 10(4), 377; https://doi.org/10.3390/w10040377 - 25 Mar 2018
Cited by 86 | Viewed by 10873
Abstract
Water use efficiency in agriculture (WUEA) has become a priority given increasing limitations on hydric resources. As a result, this area of research has increased in importance, becoming one of the most prolific lines of study. The main aim of this study was [...] Read more.
Water use efficiency in agriculture (WUEA) has become a priority given increasing limitations on hydric resources. As a result, this area of research has increased in importance, becoming one of the most prolific lines of study. The main aim of this study was to present a review of worldwide WUEA research over the last 30 years. A bibliometric analysis was developed based on the Scopus database. The sample included 6063 articles. The variables analyzed were: articles per year, category, journal, country, institution, author, and keyword. The results indicate that a remarkable growth in the number of articles published per year is occurring. The main category is environmental science and the main journal Agricultural Water Management. The countries with the highest number of articles were China, the United States of America, and India. The institution that published the most articles was the Chinese Academy of Sciences and the authors from China also were the most productive. The most frequently used keywords were irrigation, crop yield, water supply, and crops. The findings of this study can assist researchers in this field by providing an overview of worldwide research. Full article
(This article belongs to the Special Issue Advances in Agriculture Water Efficiency)
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18 pages, 13259 KiB  
Review
A Simplified Nitrogen Assessment in Tagus River Basin: A Management Focused Review
by Cláudia M. d. S. Cordovil 1,*, Soraia Cruz 1, António G. Brito 1, Maria Do Rosário Cameira 1, Jane R. Poulsen 2, Hans Thodsen 2 and Brian Kronvang 2
1 LEAF—Linking Landscape, Environment, Agriculture and Food, School of Agriculture, University of Lisbon, Tapada da Ajuda, 1349-017 Lisbon, Portugal
2 Department of Biosciences, University of Aarhus, Vejlsovej 25, 8600 Silkeborg, Denmark
Water 2018, 10(4), 406; https://doi.org/10.3390/w10040406 - 30 Mar 2018
Cited by 12 | Viewed by 5050
Abstract
Interactions among nitrogen (N) management and water resources quality are complex and enhanced in transboundary river basins. This is the case of Tagus River, which is an important river flowing from Spain to Portugal in the Iberian Peninsula. The aim was to provide [...] Read more.
Interactions among nitrogen (N) management and water resources quality are complex and enhanced in transboundary river basins. This is the case of Tagus River, which is an important river flowing from Spain to Portugal in the Iberian Peninsula. The aim was to provide a N assessment review along the Tagus River Basin regarding mostly agriculture, livestock, and urban activities. To estimate reactive nitrogen (Nr) load into surface waters, emission factor approaches were applied. Nr pressures are much higher in Spain than in Portugal (~13 times), which is mostly because of livestock intensification. Some policy and technical measures have been defined aiming at solving this problem. Main policy responses were the designation of Nitrate Vulnerable and Sensitive Zones, according to European Union (EU) directives. Nitrate Vulnerable Zone comprise approximately one third of both territories. On the contrary, Sensitive Zones are more extended in Spain, attaining 60% of the watershed, against only 30% in Portugal. Technical measures comprised advanced urban and industrial wastewater treatment that was designed to remove N compounds before discharge in the water bodies. Given this assessment, Tagus River Basin sustainability can only be guaranteed through load inputs reductions and effective transnational management processes of water flows. Full article
(This article belongs to the Special Issue Innovation Issues in Water, Agriculture and Food)
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14 pages, 253 KiB  
Review
Review of River Basin Water Resource Management in China
by Hong Zhang 1,*, Gui Jin 2 and Yan Yu 2
1 School of Urban and Environment, Yunnan University of Finances and Economics, Kunming 650221, China
2 Faculty of Resources and Environmental Science, Hubei University, Wuhan 430062, China
Water 2018, 10(4), 425; https://doi.org/10.3390/w10040425 - 04 Apr 2018
Cited by 35 | Viewed by 6662
Abstract
Water resources are the basis for supporting the entire life system of the Earth. However, with the frequent global water crises—especially in the river basins of China—the issue of water resources has become a bottleneck that limits its development. Therefore, it is necessary [...] Read more.
Water resources are the basis for supporting the entire life system of the Earth. However, with the frequent global water crises—especially in the river basins of China—the issue of water resources has become a bottleneck that limits its development. Therefore, it is necessary to carry out relevant research. In this paper, we systematically analyzed different classification methods of the service functions of water ecosystems as well as factors that affect it. Results showed that climate, land cover, human activities, and their own endowment conditions were the main factors affecting the service functions of water ecosystems. Based on these, water resource management in China river basins was expounded from three aspects: water resources protection, allocation, and utilization. At the same time, the impacts of water resource management on land use in China were also summarized. Finally, the key trends of the next study were summarized as follows: improvement of the classification system of basin water ecosystem service functions, improvement of the mechanism of the basin water market; comprehensive tradeoff of water resource exploitation and protection in basins; and basin water resource management from the perspective of multidisciplinary crossing. Full article
(This article belongs to the Special Issue Sustainable Water Management within Inland River Watershed)
18 pages, 57203 KiB  
Review
Recent Progress in Low-Impact Development in South Korea: Water-Management Policies, Challenges and Opportunities
by Muhammad Shafique 1,2 and Reeho Kim 1,2,*
1 Department of Smart City and Construction Engineering, Korea Institute of Civil Engineering and Building Technology, University of Science & Technology (UST), 217, Gajeong-ro, Yuseong-gu, Daejeon 34113, Korea
2 Environmental & Plant Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology, 83, Goyangdae-ro, Ilsanseo-gu, Gyeonggi-do, Goyang-si 10223, Korea
Water 2018, 10(4), 435; https://doi.org/10.3390/w10040435 - 06 Apr 2018
Cited by 32 | Viewed by 7665
Abstract
For the past few decades, rapid urban development and climate change has caused many meteorological disasters (flooding, droughts, and heat waves) in South Korea. The current stormwater management system (gray infrastructure) is based on the pipe networks, which is not an effective method [...] Read more.
For the past few decades, rapid urban development and climate change has caused many meteorological disasters (flooding, droughts, and heat waves) in South Korea. The current stormwater management system (gray infrastructure) is based on the pipe networks, which is not an effective method to control flash flooding problems during big rain events. Therefore, there is a need to find a more sustainable stormwater-management system that can have the ability to solve these water-related problems in urban areas. Low-impact development (LID)/green infrastructure (GI) practices are an effective approach to solving the adverse effects of urbanization and to addressing climate change. This paper reviews national water-management policies which were selected for flood and environmental protection from 1960 to 2017. Research results of applied LID practices in Korea also show that these practices are useful for stormwater management in urban areas. The dominating challenges identified are: lack of proper knowledge for implementing LID practices; uncertainties in the benefits of LID/GI practices; and lack of cooperation and collaboration between different agencies for the expansion of LID projects. Finally, some opportunities for LID/GI practices in Korea are also described. Full article
(This article belongs to the Section Hydrology)
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25 pages, 1163 KiB  
Review
Water Recycling via Aquifers for Sustainable Urban Water Quality Management: Current Status, Challenges and Opportunities
by Elise Bekele 1,*, Declan Page 2, Joanne Vanderzalm 2, Anna Kaksonen 1,3,* and Dennis Gonzalez 2
1 CSIRO Land and Water, CSIRO Centre for Environment and Life Sciences, Private Bag No. 5, Wembley, WA 6913, Australia
2 CSIRO Land and Water, Private Bag No. 2, Glen Osmond, SA 5064, Australia
3 School of Pathology and Laboratory Medicine, and Oceans Institute, University of Western Australia, Nedlands, WA 6009, Australia
Water 2018, 10(4), 457; https://doi.org/10.3390/w10040457 - 10 Apr 2018
Cited by 35 | Viewed by 7411
Abstract
Managed aquifer recharge (MAR) is used worldwide in urban environments to replenish groundwater to provide a secure and sustainable supply of potable and non-potable water. It relies on natural treatment processes within aquifers (i.e., filtration, sorption, and degradation), and in some cases involves [...] Read more.
Managed aquifer recharge (MAR) is used worldwide in urban environments to replenish groundwater to provide a secure and sustainable supply of potable and non-potable water. It relies on natural treatment processes within aquifers (i.e., filtration, sorption, and degradation), and in some cases involves infiltration through the unsaturated zone to polish the given source water, e.g., treated wastewater, stormwater, or rainwater, to the desired quality prior to reuse. Whilst MAR in its early forms has occurred for millennia, large-scale schemes to replenish groundwater with advanced treated reclaimed water have come to the fore in cities such as Perth, Western Australia, Monterey, California, and Changwon, South Korea, as water managers consider provision for projected population growth in a drying climate. An additional bonus for implementing MAR in coastal aquifers is assisting in the prevention of seawater intrusion. This review begins with the rationale for large-scale MAR schemes in an Australian urban context, reflecting on the current status; describes the unique benefits of several common MAR types; and provides examples from around the world. It then explores several scientific challenges, ranging from quantifying aquifer removal for various groundwater contaminants to assessing risks to human health and the environment, and avoiding adverse outcomes from biogeochemical changes induced by aquifer storage. Scientific developments in the areas of water quality assessments, which include molecular detection methods for microbial pathogens and high resolution analytical chemistry methods for detecting trace chemicals, give unprecedented insight into the “polishing” offered by natural treatment. This provides opportunities for setting of compliance targets for mitigating risks to human health and maintaining high performance MAR schemes. Full article
(This article belongs to the Special Issue Water Recycling via Aquifers)
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25 pages, 2960 KiB  
Review
Rainwater Harvesting in Buildings in Brazil: A Literature Review
by Andrea Teston *, Matheus Soares Geraldi, Barbara Müller Colasio and Enedir Ghisi
Laboratory of Energy Efficiency in Buildings, Department of Civil Engineering, Federal University of Santa Catarina, Florianópolis, SC 88040-900, Brazil
Water 2018, 10(4), 471; https://doi.org/10.3390/w10040471 - 12 Apr 2018
Cited by 45 | Viewed by 14098
Abstract
This article presents a literature review on rainwater usage in buildings in Brazil. It focuses on economic, environmental and social impacts. The legislation related to rainwater harvesting—including the cities that have made such a practice mandatory—was also assessed. The literature review was based [...] Read more.
This article presents a literature review on rainwater usage in buildings in Brazil. It focuses on economic, environmental and social impacts. The legislation related to rainwater harvesting—including the cities that have made such a practice mandatory—was also assessed. The literature review was based on a search strategy that uses protocols to find and select studies about the main subject, i.e., rainwater harvesting in buildings. The protocols were defined as the site to be investigated (buildings), the intervention (rainwater harvesting), and the expected result (influence on the potable water consumption). Despite the variation of water availability in the country, it was concluded that there is a high potential for potable water savings when using rainwater in buildings in Brazil. Finally, it was observed the need for financial investments in experimental research and innovation technologies in order to improve rainwater management. Full article
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19 pages, 778 KiB  
Review
Evolutionary Toxicology as a Tool to Assess the Ecotoxicological Risk in Freshwater Ecosystems
by Marianna Rusconi 1, Roberta Bettinetti 2, Stefano Polesello 1 and Fabrizio Stefani 1,*
1 Water Research Institute, National Research Council (IRSA-CNR), via Mulino 19, 20861 Brugherio, Italy
2 Department of Theoretical and Applied Sciences, University of Insubria, Via Valleggio 11, 22100 Como, Italy
Water 2018, 10(4), 490; https://doi.org/10.3390/w10040490 - 17 Apr 2018
Cited by 10 | Viewed by 4442
Abstract
Borrowing the approaches of population genetics, evolutionary toxicology was particularly useful in assessing the transgenerational effects of a substance at sublethal concentrations, as well as evaluating genetic variation in populations exposed to pollutants. Starting from assays in controlled conditions, in recent years this [...] Read more.
Borrowing the approaches of population genetics, evolutionary toxicology was particularly useful in assessing the transgenerational effects of a substance at sublethal concentrations, as well as evaluating genetic variation in populations exposed to pollutants. Starting from assays in controlled conditions, in recent years this approach has also found successful applications multi-stressed natural systems. It is also able to exploit the huge amount of data provided by Next Generation Sequencing (NGS) techniques. Similarly, the focus has shifted from effects on the overall genetic variability, the so-called “genetic erosion”, to selective effects induced by contaminants at more specific pathways. In the aquatic context, effects are usually assessed on non-model species, preferably native fish or macroinvertebrates. Here we provide a review of current trends in this specific discipline, with a focus on population genetics and genomics approaches. In addition, we demonstrate the potential usefulness of predictive simulation and Bayesian techniques. A focused collection of field and laboratory studies is discussed to demonstrate the effectiveness of this approach, covering a range of molecular markers, different endpoints of genetic variation, and different classes of chemical contaminants. Moreover, guidelines for a future implementation of evolutionary perspective into Ecological Risk Assessment are provided. Full article
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21 pages, 2364 KiB  
Review
A Review of Rainwater Harvesting in Malaysia: Prospects and Challenges
by Nor Hafizi Md Lani 1, Zulkifli Yusop 1,2,* and Achmad Syafiuddin 1
1 Department of Water and Environmental Engineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia (UTM), Johor Bahru 81310, Johor, Malaysia
2 Centre for Environmental Sustainability and Water Security (IPASA), Research Institute for Sustainable Environment, Faculty of Civil Engineering, Universiti Teknologi Malaysia (UTM), Johor Bahru 81310, Johor, Malaysia
Water 2018, 10(4), 506; https://doi.org/10.3390/w10040506 - 19 Apr 2018
Cited by 90 | Viewed by 22644
Abstract
The mismatch between freshwater demand and its availability is a major problem that causes global water scarcity. The exploration and utilization of rainwater seem to be viable options for minimizing the aforementioned issue. This manuscript reviews the prospects and challenges of the rainwater [...] Read more.
The mismatch between freshwater demand and its availability is a major problem that causes global water scarcity. The exploration and utilization of rainwater seem to be viable options for minimizing the aforementioned issue. This manuscript reviews the prospects and challenges of the rainwater harvesting system (RWHS) in Malaysia. Malaysia can be categorized as a country that has high annual rainfall, as well as high domestic water consumption. Thus, Malaysia is well positioned to harvest rainwater for both potable and non-potable uses. Although the RWH guidelines were issued in Malaysia in 1999, the implementation of RWHS as an alternative water resource is still very limited due to its long return on investment and poor public acceptance. Major future challenges on the implementation of RWHS in Malaysia are to achieve competitive cost, the wide application of commercial buildings, a cost effective treatment system, effective policy implementation, the application of green materials, public perception improvement, and reliable first flush technology. Some recommendations such as providing appropriate subsidies and limiting the use of piped water are necessary for implementing RWHS at wider scales. Full article
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25 pages, 11499 KiB  
Review
Freshwater Ecosystem Services in Mining Regions: Modelling Options for Policy Development Support
by Daniel Mercado-Garcia 1,*, Guido Wyseure 2 and Peter Goethals 1
1 Department of Animal Sciences and Aquatic Ecology, Ghent University, Coupure Links 653, 9000 Ghent, Belgium
2 Department of Earth and Environmental Sciences, KU Leuven, Celestjnenlaan 200E, 3001 Leuven, Belgium
Water 2018, 10(4), 531; https://doi.org/10.3390/w10040531 - 23 Apr 2018
Cited by 17 | Viewed by 6556
Abstract
The ecosystem services (ES) approach offers an integrated perspective of social-ecological systems, suitable for holistic assessments of mining impacts. Yet for ES models to be policy-relevant, methodological consensus in mining contexts is needed. We review articles assessing ES in mining areas focusing on [...] Read more.
The ecosystem services (ES) approach offers an integrated perspective of social-ecological systems, suitable for holistic assessments of mining impacts. Yet for ES models to be policy-relevant, methodological consensus in mining contexts is needed. We review articles assessing ES in mining areas focusing on freshwater components and policy support potential. Twenty-six articles were analysed concerning (i) methodological complexity (data types, number of parameters, processes and ecosystem–human integration level) and (ii) potential applicability for policy development (communication of uncertainties, scenario simulation, stakeholder participation and management recommendations). Articles illustrate mining impacts on ES through valuation exercises mostly. However, the lack of ground- and surface-water measurements, as well as insufficient representation of the connectivity among soil, water and humans, leave room for improvements. Inclusion of mining-specific environmental stressors models, increasing resolution of topographies, determination of baseline ES patterns and inclusion of multi-stakeholder perspectives are advantageous for policy support. We argue that achieving more holistic assessments exhorts practitioners to aim for high social-ecological connectivity using mechanistic models where possible and using inductive methods only where necessary. Due to data constraints, cause–effect networks might be the most feasible and best solution. Thus, a policy-oriented framework is proposed, in which data science is directed to environmental modelling for analysis of mining impacts on water ES. Full article
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