Recommended
More Related Content
Similar to STATE EXAMS 4000 ONE LINERS TOTHEPOINTBYDHYANPAL.pdf
Similar to STATE EXAMS 4000 ONE LINERS TOTHEPOINTBYDHYANPAL.pdf (20)
Recently uploaded
Recently uploaded (20)
STATE EXAMS 4000 ONE LINERS TOTHEPOINTBYDHYANPAL.pdf
- 1. Multiple revision Achieve Daily Target Self confidence All Civil Engg. State Exams One liners(4000+) In Single Pdf By DhyanPal About Writer: Dhyan Pal (B.Tech (Civil )IET Lucknow) ESE-2017 AIR-179 (AEE-BRO) and Appeared in Personality Test in 2016,18 GATE AIR-93(2018),AIR-145(2016),AIR-531(2020),AIR-1038(2015) SSC-JE 2015(PRE-108.75/200 ,MAINS-210/300) Selected in IOCL,ONGC,RITES,NBCC in year 2016 through GATE-16 Score and PT. Telegram link: @ToThePointByDhyanPal Telegram channel:@ToThePointByDhyannPal
- 2. दोस्तो ,जब भी आप हिम्मत िारने लगें तो ध्यान रखें आप एक योद्धा िैं और आप जीतने क े हलए पैदा हुए िो ,थक िारकर एक हनराशा लेकर वापस जाने को निीीं, A Poem Written by Me …… जी िाीं तुम योद्धा िो ..... जा तू ठान ले और अपने आप को योद्धा मान ले... अरे योद्धा िो तुम ,लड़ते िै योद्धा और ध्यान रखो हगरते भी िै ये योद्धा... िार न मानना आदत िै इनकी ,जी िाीं तभी तो बहुत कम लोग िोते िै योद्धा .... योध्याओीं क े आभूषण िोते िै सींघषष और हिम्मत... इसी क े दम पे योद्धा कभी करते िै हकला फति तो कभी सारा आसमान ... जी िाीं तुम योद्धा िो ........ @Dhyan’’ Dedicated to All those who are continuously making their efforts for their Dream .
- 3. T ThepointB Dhyanfal| qhs GMs vmanujachraing Ss Necti nal buiing Coods (NBc) Fid:- Aphabatical 8 CD PRS Oder 8oilding (9) toup Tri 31a faa|st zH Bloting Casting draaing Spinmi RET AB MISH Solling Pressin Residenrhial Assemb mevcanhile Glas Soda acts as acelols Cndudnil Edycational Bsiness storaye Inshtinal hlps in fAsin. CHatardons dugonad stffner_:Avoid Shaa boaring BC Min clear heisht (m) Steps size/ Residoial 250Xl60 Trjk mm) watir closet, Cosidor Bahram WcB 2. Public 2ToXI5 KHR theay Habit YOOm 2-6 o.o send Risev-L| CagtelltdBeam-O O 0 Sandstone haod, fire esictant 2 Sevesal noles Pl)=0-602) frr same amt. 4 Bendiny ) | Desisnwindsped =V*(Ei k2k3k4) CVe) Stsenth Cagtellatd beam as igha than olled ketion SiKcofiint(voabilihact Cawming Ssyrs o desiglife) 9|Tmperfection budcling class a b cd O21 34 1o-90H K2Heiztfactes fac k3 Topoqraphy 4 Impastance jacar CyOonic S)Earmguake Zones4) 2d 3rd4*s Tnducsialst. stclonicImp. fs. I n t i n s s y low moderat Seese |uenyseuenu Z o n e d-lo o.16 0-24 3 Teleqram: TThePoint ByDhyan fal a c t r ( / / 202
- 4. Day-2 The point ByDhyanal duchle matmal >weatn shmr shAr ( Tosion Compressim Tension Compreitm Tom Cuptone frachure 4 fails in she ad planeacauan a BMingtaulhuau) ranvese plane Brittle matyiod Tensi o Campreshomn Tasion Trict BHT Tes (Grewlan fraire) ailcincha brinel ha rdnen GnaTansvese Plana 4s Bxit is fosmud egoidal foulunu Surta Tndupendent Shsess Componeril- Cnditim Plane Shsain Cmdifim in xy plane |eneral statt of shress 6 20 Txy yz Tz Plane shress Cmdihn (3) ) ) t( cos20+T Sin0 x + Sectin must be lly Stoesed Bam Btammifor mStength NON PRISMATIC
- 5. = SAY A r prmatic beam ohn plane loading is inthe. pane Sqmmeysfse Sun eneSY Sased y auhal R/ sadus furtin lsquu Wist Cthal rodius fohm per Is:Roo (200t) shoar Lageflect in flange isNeqlectud (18) l e tor out Stand element Point a 20ho momemuf 20 Supported along 0needge) cwth adsland 0 fr Insral elemet bi Lo i 3oidh o Hany (Suppsrtd alon Twotdges 10 S an iur nal eltmet (19) PhySical pperties o Steel CShulore) irespechie ot Gade o a(m E2x5 d=12 xio (M-o-15 ConcYeti ya ut yal (2 lo Xlo (1 2)z| (av) Bulding 21) Factr's a}fect| Dyvabiits sStaucdu ral steel Building Environment Deqserd expocuse shale of memler ard shudural duloils Poohecive mesure tase manenanca achin 22 Am oialyloond4 column fr tull bening The tasteninas Connettin8 o 4he bace platu thaon gsset astoe desiz for the colun So. st the lood Cel um Is1
- 6. Doay-3 T The point By Dhyanpol 26) 0619in Degthinathm Study Displacemet melnod 's Tyict MS Kyu azT O IntrvitoToodsid (2) Intayv ome slope deflerton mownet Stifnes moatsix tebnt 3) fatirviuo wouspo dishi Lhon no Lani metno umile analyzing Sum o votati onol Liange pa rame toith Ax base fact at yoint =-0-5 Reln PostCoud mthod 24 Castiouano 2nd Theosem basedon melthodstleastuo oaBorepresent 0RD da Decnre Jine e halt Spead & pelay sdy(methode) 0&DTable Contou rid phone 2noofsiet moqtaplh stathon 3) t loca PET FL Epicil P- Photography mehod Grai =Gurta +Feldspay +Biotite E eleva atzA Inurvie anfou) Rulingedat floaing Car Moving Cox vding Licene plat method F nec 30) wortig edqe ot Alidati tiducàl ed loating Cay Method 3 Inglich brma (foruestarmat) 2lanrs/4obsetve uadsd/Aveaed6)Fn frs AcCuYay =124 A A+ lo-4 24JA 9nat+ _ tat tw 2) Trit Connagt plate Station chsifiahon PYeser Vaion Seacni oer = aveltatnytuTei vebile - ovevhkoy 3) Iul) Mol (Lscods melad o sanpling and Test f ocay -wndi Gauy 3) ts-3025 1 8 / 1 / 2 0
- 7. Day TThepointByDyanpal 4o Min. cSI for Indian ailwy (34 Lime Soda proceSg TritTCB Soda Trak slelpes 483 Lime Caxbona Havd ness non Caxbonat& haxmecs CtoSSIng4 3 52 BAd 14-5 5 35 metaconthic heigit (Gm) =BMBG Lmun (41) Tictrecs of uting edge of ShMpLER ship =(o.S-1 m) 2 T-2x flextbl Pavement D2 D 37 IRC on Vane sh arTest : t o do S8 Ysid pavermenT SheArshenqth (S) = NH SH des isn je = 20 Jr Cshearing done loohy Top 2botto) Tsafhc so th ) = S sluper Spaitnp =S-w idh 2 Csth-en sheariý d on e ong Side S = T 37) opimom SleRpes depth otballast, (D) in. dtph o balu ost(Cn) 43 sluxegatfoe f=y (,-)3 B ma 5-20 20 2S 91+92 ect. dhonel 2 9+ 15 Na ect channel E- 9+9 +9,3 woo den Sletped Size Ccmn) +92 B 245X 25 13 sect chomel elt23- 2+FE 2+ F2 m 10o x 20 11.5 NG 1So 8 x11,5 TAnle hanne C)4T6 Compsi slotper Indsy (cT) (39 4 t6 cST=S+ 1oh SShcnod a)12. moishuee anlent 20 HHadnessJ letls Co0odom sluper Sotabili
- 8. 44 CHical flot DA) S) fostal memod velocrt heod Hydsaulicdephh OPoint aConhaflexure is asumd 2 tobe locôud at mud poin dadhtelum and beam dyramic e So-S dx 2 Hori }ontal shoar is asSomad to be Such tha So-S dividd amonq all column Q2T gA3 Column Hakes tuwice ag each itr is Ymudha sho aSthat So- S exior Column. V 2 () ingi 8D (Ya) ma Telahive Combach00 0.2 (Ip)/ ESos ReOo+ 4Gdiffexevhial e e lative demsiy 42)Mannig o classihatim 0-S 28 <IS Vely Loose chety IS-35 Loose S-lo A-30 s- 35-65 mdiumm 30-36lo-30 65-85 dmce 36-41 30- 78S VeAy domse 7 (18) 48) Rect. dhamnel (E» ermembes ho nead to emember Remkine Formula 49) LengnofJump = 5t) heisnt okump R A 23 LenghhoJumpin sloping Aectangular Channel hori2ontal vect chan ne s5ankin e Constan Pe A Acceuvation (5s) Ever fotmula valud x*E mos mal acceslesati on | Tareential. acelerotion du to dhanpe in Maynutn 711 22 Cdue tn chane in directin)
- 9. Dey-5 T The po int ByDhyanP (6o Wavepopogaon patkeYn (heu stans Dops Ctiol fioto Pex fectly Plastic finealy Haydenin Plactic mausia) hest wur (Still waur) Ai sid) CTdsol flid) Lake upesi ineya elach) (Clastic plashc) SukYtio ee Vo tex tlo o M TYYotational Hotoo Bern auli Vaud 62 The vmax . pressuxe Aise in he form s Ex ) Pioco of liguid throngh hole at bettom ofcotainer n dueto nur hammey) flow of ligud around iraulasbend HV,C - in Pipe ( Ghlpool in Yve 3 Tsid Conhi Centiugal fumpasing(cpe) yit FST (Rnal settms time ) s8) fove vortax flow VdY ichion Cirle netho Swrdkn V a d i o t i r d Y i n g meted Yotrional flot Aaiyio G 0 Impetier of Corifyqal uvnp layloys Shabili ne Yunner of Turblhe A o ft G4 SmeaYcffeet Duving Tnstallation f sandarain tishuybane ofsoiladrcent to the dvain dueto us Peymmitk decvalts u c Sloo down cmolidationproces.(CV) Cc X Cv JAy lhecmaYef fect Tne eates h InreAce in drain diamdiy
- 10. 65) Sqnd dsoins not suce(sfall n sotls nasing ish Seconday Compiecc coffiiet o211) (G6 Md 2 Latiral Expansion of Bact G (o.211) Poist antuohau 32 32 3 Embant memt Constsuion 2)slepe Horo IndpxCu . Chea ShEug LA N Hydustatic loading Fos C He tan tr ntn Cm H dau to rAppid dhoa AkUh cFricieut of volume compressibil der e4C YUFq Su- YHc Peat plashcclay> Sthffcloy Hasd Generol Manageh gM) SniosManageY (SM) 74) Fos C+ Y2 asp tand 2 os3 Sin 2 Fos=( Yuh. tan Yag tan ML CL CH M. Pure Caud 3 - 2 6+26 fos =suk )tand 3K+ Ysat tan C- 26 C+A)= 3K (1-24) 30) Sn=ta ant)cep G1 t 6yt62 (- 24) 6 Toyloy lyloyshabilit facdery = E Sn to plasn maurial Av=0 M=0S 17) nib lope feiluye face failure Deyh fatta =+D H Painkaf anh.aflrmn 2S oe Bae BMD 8
- 11. Dauy-6 TThepointByDhyanpal melur ance iut Test Standarel Potrlng 8cam Test @6 ofGreoynthehics scintorcenmn /AsainaceSepavchn|filhsatin 79) Toughmess Test 6 Mineva Activi NA-Mortmoriloni 4- chaspy Test T2od Test Ca- mot mofrlom (SsB) Camilene beAam kaoini Quantz ZeAo 8oltsaSo nicpu ice veloa lect velooy m|see) Calugoy 8 3D Hinge Suppoct Ball sok.etJoint 4 EXellent Building Catgor 5(A,B,C,D,E) 3.5-45 Giood 3- 3.5 Based on seismic2ome Imoxtane of mediym 3 Doubt 8ildingJ Min gade max Shseqdn wheuGect is aut m isula sechn (go) lauy Tank Plain(Pcc)) 20 S.xD RCC 30 Psegorcs 40 P 3Lowest ourse of oof Tmss Eave ShsainentGy Åne to selfweigut (92) Absotlion o S. moisture connT Cemet be Comes Ue Les. U [ P4, (Ya«) 2AE chimne Heignt U= AL 6E Pm tony 021 O44(R) 14@ (R No fine Concreu Liyhtwt. Con<h eit 1widion>SuCcest}«ldicposal of Secoaqe Bu Sef Compacting Concrek MinSlun=6o0mm Sesage tasming Gsocoing of(ropS v d u m e Wa Keyosineloo (8s) DFS Test eYo Sne 0-2 20 o 20-3S modea 3S-S High vegis
- 12. 95) Hoo to detect Leakaqe in Distsi buhon Pipe (lo7Tichloramine (Nclz) no disinfe dion Po pey O Soonding sod metmod 977-, NH,C+H, (10 Deacon's twach onty delecdion mer NH2 +Hocl NH,cl * Hoc| Ho, PA plot HGL (Prehorninan) moSt Nhcl +uol deghmrhi (96) acidic fndicato MeylOcavge28-44 8.6-1o3ophyso dilution2 dispe¢Son Sedi mentation Sunlight Basic ndicatoy Pherophtholine Yd Fooes 1 Scouring Tendency more on conave Side hemica fovces / o1dation Bot Goaurcsillbe avaitable tos Tntake TedyctiM. (98) L( EL(R-|Hation 2R LGallery ( seltcteansingvelocty|V JjaCG-9 (93)Aqútard- Aquitude Sandy Cla Cla (11o)Canmbe Camler)Kauntau Lo h 2 CC+Hsh Bit.matrnal loo) Sandve in fiHexs 2 2:5 Tn Btumi notmot free tsom dirt/1mpurri 3 25 WeM 6savel Should be Oniform in malure |4 3 Casthesn. hovd sesistant Sperd volm Loose S. af being placad in Hcl for 24-has. dmsi K o) mas heisnH o}Sosm=0.34JF cAnux conBent<2-/. Softening point 3S-70 c flash point hise point nitu Joy sSec 2) Btumen (Nautiolmile =I-8S2 ¥m) Reiby Min 17S'c 2foscafe Rexit 13 Leod =0-05 mglt (novelax) 1o iiti fint tog Hemogobin (113) lexible Pavement (ene S Keplaus oxJgem trom it) mpi ica melhod Senuempivicol Theostita tos) Eeeso chlovide- Bractish waliv SeuTmeostical) Laxaive elfect| -GI Mclud 2-CBR 3-M Lead Exes Sulphat- BAs minst Tsiasial SSF nfinit Na csih tinutt Depth) o6) Do O20-030 24 3 Dro 2-3 3C1 Ltural dsaimge Ssm A dainaj Sgh pw
- 13. Dey ToThe Point By Dhyanpal ue to esfect o renp modulns Tatio 2 TS4984 recommendoh r /laincauye Deust nCYeaseS In Plaun tatn per S20 WiHhoul creap In gi GM 26033o tim reep 280 Cclevzhion 1poom 3 cbc Crt haav'j ainfal eSf=-2L Leff2L 22) rmcthod of Bage floto sepayatior OShaisSt ine melhod los kability Comp actingtatoy fi xed Base4 Very Lou Vaxiable Slope low 23) Weibul|P m N+1 0.80 o8S m+Yank mediwm o.8S 0.92 nigh Ntotal tawjaa dt 92 Calitornia | P= USe 1 fos ime Imptsi (Clay) Hazen P m-0 5 astexing,wuu waching N Tm ighane) (12)Standa rd /mudllay 1x xs Cm 20xlo xlo Cm tydsulic nomina (with mortar 5-30/. foundation, waywork Sime nalsize 23xllS X75 Cm clay Slaking Hydvauiúag| ((2ecuivedetmosmevt = MJ2-+T2) CImpusi in Lime) egwival evt lofque=M2+T Unulation Sprintley m ehod Begt 12 SAR Sodium waiCuitoilt, o Ivigalion (2) PC losc Shoxd urm lan Term loss fosAll Cvops& al soils Exapt nose CroP uhaYe Sngiive to Sodiumm OGC Lot m oediatlesc) (S1) fos Coase Textured osganic Soil tuitn goodpeymcatilis (unguitobl fas tineexture Soil) Anchosoqe Sip Cvecp os& medaumn lo-18 $2 shsmkE Loss s1chom loSS Hox mfol fok alrnoçt all tyfes ofsoil,fuives Jooddxoin Migh Lenchng 7»eum aldiliin 18-26 Hih elaslic horteiv .relarcrion 726 venyrhish ncuinblefor Lwypdion Sy
- 14. 3ST 1905 de of rke for movnd ansa) Sbucusa Use afUeintovcedmasonamy Tyick LMH 7273 hollorong Gsade a mos tax Min Cov1p. sscngt aB 28 doue (Nm) TotolCatigoy Colid to ne lo 6-5 Sao aout daponol M 3-S M 2-3 bh3 .5 LI L SenMcireu (28) Is 2250 mosdas 9Tode 3 o11.o4) MMo (G'S-07) Min (09-.5) (1.-2) (2-3)1Pa a28 MM0 MM I5 MM 2 Shopth Cau MM 3 M 5 MM 5 3-5) S-45) 77S doys 3 Mo 25) h92vi) MR2 ingais pies+moh da)- DiR 2 Hollot yindey MR disc MR2 aloud diq MP 4 (2axis) ollocpheve So SphthL R2 2 202
- 15. Day-8 TThePointBy Dhyanpal 13 Qvoin->CosnexStonel Bric (t28) 1Ss,456 Retaining ol (132) (Squint) tocytuct Actki/ qluse Satiiti olnaincB sliding Clause 20 2) 133) Revised esti nmat when orgia Min Fos14| TnThis (ate olso Sanchonsd estimai is ikel to excoed Og Tmes Charactirstic dcod od shal ort han S/. ( du to dh ange in9mt be Aaken into acount atus ial /xates) 0.9y sestoxing fore Siding tde fos= 4 (134) Analsis Ra cortacor Poofit* MEf 1.55 13) collapsiLle soi Loess Cnl aciey depasita|Tu/ Doift Soil Stabilt, Againch ovednun-(dauce 2o ) sTavity deposit Soil Min fos=l41ase ushere disd Ld Talus Provides he Testosing moment Then o vnly Min Shoain n steel ct time ofain asper IS 456 (Lsm)) (26 O9 times the chaxattctie, locd shalt be Gyrade Cnsided. fos O:9 MR :4 0 003 O«0020+ Y L 1 S -e2so Mo O00 38 Me Fe t1 eSoo1 O0042 S5 Mo may. allocoable Settument mm13 Candleiex Retdiningcwall Ti46 meuY in footing- (afur 6M Provide Countsfovt Sand 4-o STe Soil Jolatud cko 6S Sand 4o6S ToC clat bS-loo Kenfoseeu Stem Posi tuen in Sand 2S Diffevevtha SA mtt e t a i n i s n CAay 40 s hecl shb 1 TToeglab
- 16. 4fo dz soil 3zt az, covnarfort 4) Tensin coffrieitn The ovntarfost relamnpawol' frrce Lengtn (Cinenb RV uhel baçed on methoet Joivts ecuiuhimm f opposrt side Bulles relainintuall Uefl tos 3b/spare mcs. 42) Coumtrfctselainingcwal .Valid for perfect Frane A member twydh isin Cormpres0 asillhave (-ve Tensios) coftjaest iccountinaogSuppk onaells Fan eelsab verhradshl, RoD deignas continuous Slab Ogpricshsength Pararneuc Cop volatu max(-)ve BM neaytounturrt =0R 2 Cnet by D0 ) (143) Aeratian foltoced t Coagulotion ay Bm w2- (49) Tson& MagneseYerno 15o Min diaof Seure 5 300 m 44wachkoriwg All oils except havd vocks YYax fercugion Bouldey Gavl dwlum 5) for com fort conditiom Lengtn o vally Cuw =2T simay toroCK (aloUe to Claylcad)| Potary fuct C 0.6 Paxhially Sti ati Sand L= o.38(NV3)2 Auger Coring silt elium toStilf shesive soi 152) nomal bam ougatk beam Cslspe)- Shr toNe Sand idefiecti Bending Memeu (145) fhee Fix Passive eath Presu Fve oye Gcie eahpresk Fix olle ine olle 153) A Contevrscitad LoodWl nmovet oves 41w epa hevocos Gt ardhe in (ontiriion Then equivaleut UDL. s2(2W Ascade) YYY
- 17. By- To ThePoivt 8y Dhyan pal IS4 I)Steel etical decteckionJumu TAid-C PoC}- YOodtwauy tormatiomcoid Carntilory Rarwfsith Sppor Sheuld es Shotde Cantile Span eadic oddnp hnHu cladding Spm2 Spam)isd CanY1agt owuy Row Spn/1s Puxin &it Spani9o Span 24 d Spom 300 eashc SmplkSpm Cene line ofrood Pofild melshectin SpAm180 Aaftr supposthn PMastired dhasth Brlding Sparnmo BL Conitaol ne o o 4 B o n d y Bed loco Building LineUphouhich no cnmshuchion Isa loaed((6o Laay regime eovem Sucpend Loc Coholl Jne is beyod building line ms budin s alloced u BL PcL n a Yelatud Ma nney. 1 Cantousin(method tro lagescalkMap divec lala Indi rect 5oadway sidh/tormatiam coidh aCwsau Tedius NH SH Sinsle,double lane 12.m spatwel Timetaing dnhage tronouC SittaLang* Paoet M R ODR sinsle lae 7.5 doubu 1ndiyect methal of conto urind Sinu lane Inadequai Stalill 16SsbqrcdePails Execsive Shess Apliolian. | melhodo Squase Dethod of CxoSSeclion Tacheomehi mefha 54) Twohinge Adh- suppngd SetHumen Then o change in (1) 5d plain 3onlle Yaulay (ilarasS s dividod 56 Sstencion Beidge +2Hige SliffkningGiudeh ionoofSqwne Small ay Canfoly at dok Vetdital inurval. Canal Cusvey Detrmurau suduasu
- 18. 162 66) Irdicataxdiagram7 Pretswe hd Snvertd UTabe ma nomér is Useo when PreSsua difevotial Small holia 62 Relief dislacenent alwaysfsom Priaap of veupocrodins Pump V Shook Lentn Poit 64) method of avescing Me-Mag neticeearinl63) distanay 200 m hen Uce C -0.0673d O Loose/free neodle me oteach JineJat eachstata CLescacaat) Vse Compass melu fast nacll Vse Thelolil Bopf watrwatr SerialDitionMeo Ony MB ot ISt Jun meautd nune acrati han Loose Catmdt Includd AngaaG 69) duinç caln peviod ond Tonss (64 most commonly Ukd Co-aching SiJnol A Gurvadt than looce & fast o) Co-aching signal and u mcthod ef Cncdudsd Mle on baidge iist pod on SLope e dS- 24 H o open6avecse (1 method of DisectAv for openTavee Slope ov; Fact otspillway vestiol method of Deterian ACcuay-Metod ofsdudsact Lo6e 2 lakeoffoistance = LI5. atiual 72 Takeoffdistanre = L15. atual Loose diclante ofabTraftUses to reath ahigt ioS mur any heedl/ nend V lCphM) v V o oL7 43 osban Taavexse doskwise Then Incudd Aug = ExtrlotAd Rotany 4-0 Brumen classificaion basedongodt a 4 Roctrfil dam-> whose anth cruate Vuinnabu ecommendsed max. ai Temperature CCA incude pashuse falloland, Grrade Sitable forFdaysAvgmax aix Temperaturë 76 StoetdherBaa f-2 Tueral VG Lo 30 exact distant V20 20-38 sack modulu) lood is lg/ unchadt- V 30 30- SS o i Atg.to Psodua onevvut dupress1o) in 4he sail bottom. V 4o 7 45 ypes of vail/cuupe dpeds BalAsttuchity SLupes Deualy
- 19. Day-o TToThepointByDhyanpal omplementy shsainnns 189) alarho e sting Technique. Shoain ener Chect dam Conto bunding 79) Min. of fokrtial eneujf Conpatabiliy Covdifian 19) FngtSlepin soil prepdim plonching) (191) Arasatio ighudante Lengihofthod8/20 181) Rodial offet 42- R D Ay S04. Sengitivecla Pependiaula o se R-J R2-12 Ax 201. Stiff clay 1s2Bifmall -> EnY dissipaBo im. ual (1927 Non Neutoni antuu at he end of usUm. 183) Tsohuetal method-(Bec for gently Tme depondet Time Indepondewt ping Basin -Thixokopic - Dilat CchaarThictirgPuid) lineay changingoaau 2-pSeudo (hear Thinning ) plashc 2-heopeche 3-1Bingharm G)savGehickness dlalet Suga / bJGY | Thixohsopic 6ik na Binham Toothpact Pseudoplashe Blod naml 2.59 (a2-o13h2) thuopechi ZJPSu rask (/1) (as onTasitiontuve(eailway) (13) nos of plactic tinge Aaquid to Collapcel Stvudure +1 BG7/m Vmay4:35 R-b Vrtasy 36s JR-6 moof IhdependeutMechanisti N-Ds tox Hish Speel ai) (Vmay 3.58]R) PsSsible no. st locatinm ene ie Can form may Application at by Sprinkler is Limitd ofi lhation (apail, of soil. (o) Foxe in Lating baY = (F NSne 64 ive Storage - mass amve anaS1S (88) Jind A llvial Canal Mawning 9 Sing vaid
- 20. t95)wmk 260 o innetwovt Shvimkaeimit =(w,-w) -(V,-V,) W Danglingerror ooPirg eroY when 2 nely fofm Ip ( duto logica effot in ehoa R=Shvinkae Yadio =Y4- (%-Vva Yw (201 Deflection of Jintarchoudaneshoin ene1G mefwd VA Nonlintar Camphementany Shrain anthngS1 C)mp oundSlope failuve =otational ilus Tansitimal o) Min toal Tictness(tood b arinfwalu) 200 mm 4 brick wll iaa ( Type Pres eAvtive Shcay w all Min icki Ss = 5o mm Taxeil Ty pe Cea so DDT Sing flevich Bond Min Thitney= i a ONgaruc watiy Slube yPe fixed) Chvomata Zinc dhlovide Tvee E xgenea waty Solubl yPe (Leachable) Bo Yay 2inu duionte Endonene (Ukaly phs bamboo Cane PBlm (38) T-TE deciduougyee ConuferTye eNegreMlree Prdbabil fato aikm 198) Probabli',(/) Pine 50 gvade TndivisualTest Yesuit TTR) 84.13 Yeribe M20 se 3 2 97-7 3+87lo0 M fe-4- 3 99.84 Techmu (2»S) Coiction efol vecast onvot Te7tm Sko to Aigot Paistibhian Tetm Seft O Jotting VibYopsecong Concetrod Keyb Cevtifugatta Oatr tigwt shuetau ost Kedy time Expectzd HimueComplhion
- 21. Doay- To TinepointyDhanpal 214) Dyift latatshifP Min. toidin of TEmbev bean angle fovmd not Foltotng Flagutins) Cvab Max So mm Span S0 214) Sphevicalekcess m angle of spherical A 2yP gm pwat PHahset flagh set (goicksek) Highhat eNolutim Cxceeds 180 Ypid devcopmet o} Permunest sigidity easons GAT 218) Gps PrincipleTilaution ilauatim ditante King Geomely d Cirle sphre of Zy psum Akaliest 19) alse Se Premalueshfenig/hovdenivg Tntinsinding too ht clintey ony turvaluye (onvectio = -00+858 h -006+3d To appteaiblu heat 4- YY Po22olonaImp ove Wloytabilith Lessel nmourt d na tesistance to sals(sulhates dd 3.5JA| m 21o Spneyical kiangle ue Slump Valuic sheY Collapse Slomp OSum of3sides ofspherid is lalwauseuan Slunmp Slmp (mm he ixcunmfevence oF Gxeatcile Antipyrine fivevecistanfTimer 19 mgle<180 eacn Mashall Test nmaxag4size = 25 mm 2.5M At9 +C 3 )Sum of åny 2 sides 3d side BlacK ove due to mpropesbwnin Sum ofany 2sides is Then |obrick cointairiwe Btuuuas caybonn matley Sum of angle opposit to Sides uille Smalil ange opogit to oPAT Smallersidt |Brunton ompass= clinomeur + umpass (temBmbe B) (221)6vdeyJo xuumoS 215Sextant/ o2onfol ante Sestant vgtial Ase ToeotsuitdhTanyevail lcd yül Ghat lyaeráloe (voSi C T T + L c y
- 22. R22 Tieloaks fix sl to cast clerper 23) ral(sact = 90 Shoar cad -45 hough plat 232 eapig ae Stogm waur seglorto faglening ix rail riM slesperdectiy Dropnanhole diffocent Levelç of suvens heel behave as fiexble pavemeít Maintengme of Sewer clnout 224) IRC37 lexilblePavemen Inued Syphon Sewes Crossing a 7iUes rod way Rutting-v fatiue Csacking cdbin33 Tornpolubidig(Do),t eng Stsain at boftom o Base couse Vestical (omp.cian attop ot Subgds 14.6 gt 20 30 76 9.1 S 30Ma 2o.oareg 20 m in207d 3omsA lo- avq lommin1o.ot HangToint Termpo6a4Joint 22s) S t o a i n i n g - f l o c d a t i m S e l i m e t a t i o n - 22) Modalsreod mayvehides ae Sunnin t tnis spee Biological action. meons sepvenay more (2.34) IronsaltSeage sutment v 2.26) Available Tactive foste on front ehesl -Tus wide ange of p Cuove resisance =T-TosA eavyHock Temove much mo 227Tnner Edgevotution avod daumge fat Tesein SuspendeA Mattev han AluM. Poobam in Bitidh hardneSS = 142S ms|3- (228) Thamas-e to hnd MPM No.. MPN no of tVe Tube I renc =o (oo lo omL J(mL of sample in-e lue) * (mL ofSample in AllTube) Sand filr (230 AirBinding in Sa A-tanb 26 ) ve nead developmet B (2) vosth o Aljae BoD Time (doys (3) SupexSaturaim aCutry th a Incease in Tenp. ol watir dusing fissAe mh Ruy . ( )sludge Trickening method (a) Gxavi Thickenio (b) Ais floatation Ceati fyahon
- 23. Dey-H2 toThe Poiut By Dhyrnpal 3H ianét takataT 25Lossdue to Sudden epansioms silit (Si02) Siliceous MaUral at duue to Consadm. mone hah AvgillaceoMS clay , Shali, Alrrina °eddies afs fasmud ad entate Ironoxide oj Lage da pipe) CaltorteouS Limeshone,Chal (Caliumos Magnim| Cornp mad maine dnell In contatthm Cage - Seratin occuses (at smal dua Pe ftib day minea Potasium bod 24)(-estin frichim Soft clag u) squ t clos To rnshuut aa|detu in britkK may sesistance aqainst ank ant Tea) 8 Trtrmeliau (Teak) most Ex pangive 4 Ud torsopesioganse Intr mediau Caxriattywidth= 5.5 m m P42) 21ane oidh orthout Keyl = ype Pesmissible linmit ofCrocSind omponemt Type i t teYb = 7:5 2lane wid h Small 1S mph aiscsaft| 245 texbPe 25 mixed » Lo mountable Cai o ei 35 243 psime Low Viscous Bibamen Sonri barrier ype Cwat pluavoids tarria Provide binding y 2.layes baryier yPe 4 TaCk .Veiht Appication Coat of ashphalt aarProo Suttaue 25 Tviang lationTMuvigibii otStatin seal thectadt Caphin GT McLAwSol Coat ives &kidTensiance 251) Drawdoon in Po mping coell due 251) formationLossCa) to 244) wh supeselevation Providad Advantafe o Speseluathan. Coell Loss (t20) Sncate shaility fasB vehicle. fovmlm loSS- d»op of pi ezamebic head Yequivi to Suskin Tuybuentftad in thesegion neay . decsease he in tenci f shseK m e toumdattM w losS hd Yqp. 4o Cause ami nay foveus mada tfe', dyo
- 24. 242) Bewndy lay Yeducti on reduchionin momenim 4) Cotsoflexu mSS 63GaMGd mostax = Cewnet+Aime+Sand 253 fold bendingUpuard Antilne 26u Yoofing matrial = Ashestos )Regulatoy /mandatory Tsaffic sn 265) Bactrial onereu = self *haaling P«aprs Eleetial Skasonim dnwack SplithHingat TimbeY top Givewcuy Sperd Limit V 6) hca shake shrinkaje of neaytwood when Tsee oNes maurd Crution darning SigM Starshake iega est d Sn vignt hadTuym sig (upghake frost achim Upsed Crughing ampressim IST 3.-4 ss) nvaphitalmetol ofproducingTopoqapme VHign Alunina CevmetC map |CartograpticSuxvey S-Ss (HA) Boxit + ime 40 +SYonoxide + 1it d fersic 0lid silital sVigeaus sublayey fovmud in "Toybulbnt mamume Boundy layer 263) Refsadoy /firebrick yesit ighTemp 1) CsoSs Gd Caud Silita Almina Lime 1vonouleMagnuma autfing Hasdstoneg 2-36 2-S 60-96. s A Tsiangulor Space to smd in ayh Gyat stati office Gso) O Gaanister Bvick Silica Spandil Aud Tric N refsacto y brick brick eeny3-4 Ss etdheY Then iheodey lemush aavden lall ) Oxdinay Tict 240 Brick clay Preperath sups Basic defsactony BadaM OBoxite Briuk Dolomit Bria Maqresir Ungoiling-digging weathrcing- Blending9 Temping 24) lactingStitth ivek. Ad as Union, (InPugmills) a Neural Yefratoy byiu hvo mitu 8vick) t preventt Buckling i Compressi an m embe
- 25. To Thepoint ey Dhuyanpal 246 TrictDRS Speifi gavly of soil Solids Vearish Driey +Resin + Solvent SoMLbotHkerosinaDel, () dencit loottle vmcknod fr anesicnnen deuhe Sol) O ToInovsil accelevat 1) Meacuring Frask mthod 6sighien Susfate GacJar metuod Sard toProkert fematmphre Pycovometur metnd (onyfr ehgnLeg) CInwhesive enbapan Temova is dit}iut) -W2Wg Dislemper Bace whit chal W-W2. W-wa)-(W2-W) Tnmex waGs frs ploctnx doysoil tats fo Test Sustae waghed (y Shnkoq imu-Tept metuod. Sur fate of inityiorn 22 8uikunit weivt of soll Putty Potwderthdk -+Linteadoil OWatrballon methd Yediatin meBned dornestic cengt. U Submrge mass dersiy method Cove ceily methed soscohesiveco Fnamel veude Vaxnish Ued in doot day sloto eut aftis doying Procuce hard mpetvious& Sursfato Cwind oto Sndeplacement methodf Sanel meqns CoheiomLets Sol hard Pgyavdlytoit Skelmpiarn Pore psecSue cofficiemt wats displatemeuntmetzd for cotnesi ve soil onlky otmu is possib o ave ump Samplu) (B) A fca bastd o B (AM) A AB Pexyy Robertsm fosmula TS Soo: 2004 B 1 (D6-6) meychat mane tosmula A Seoin, Yiso tepy dygoil Satuyad LS fo o' 1984 8-"Aegrctotsotuyetim Sarnpu aR +MCv A valu NoTmalyrnalidali4 Soil A<i ( oveycnsalida Sol-05s 4t Cc 0-51+dl2-02)+2 292) unaey cluyhauc loodurg nug affrLA_soil oase Satuvata cat nLA Veuyloose Saturatia FinASand 2-3 buctl, sheu Tmprrertion auk cla o 34 Clay a :21 0 76
- 26. Limtctolh siniple of Trancmissibiliy ePoint of Application ef foce con be Limifstat o| Jimit Stati Sehvicoa5 mo ved anyunee along its line e action L Stsenelh aS goNe6n by matiri uct ling Stoengttn sabiliy opinst ovedunin4suay DeSiection Vbfain fahgue largeno.olodng yeu fauzu c racks i sange df sessvaiahum (sepoirobu dama fatigus koluuw Bth foactuse. C o s s o H O N Suhnity ElechialConduchvig (Nmhocn) frre Yeistane I n t o m e d i e i ventiial ffny Shartor 12S t2 Lo 250 mcdium 250-950 High Vey ign 22sD-4uoo 7-22 outskond Jmons 6aungomSe/non sEcosdangraAnGg 29 1 1 tof. Geneval shoat fauus Aa>124 mm hignt So cm elo p (20 oCal sheaY O8)Broonyot cellulese 280) / Shost to longer UU Sdogvaph long to cholt H Lignun A sogpsst-> non yielding Chemical Compasttha Chn ba m -has Zeo slope at supporT wet Yot 290) s 8o0 :2004 min steel SechinThickneb 8iumtnvistsit,unit cpoise not menionnd 82) t > PermcaliJiy n mm Unpainlad TS 8oo -1984 in Thictney(6mm)paini o stul seb 28Ftuor yoot Veoticol deteuta elemoit not sustophb toiatking|Span ld Sieel Compadisom Albminiunyos 300 Less duchy Suspthb to cackinp Span 36 Alymniu has Less es Tencilk Sholh max defAedim1hSleel beam o deti nk yied Poid
- 27. Day-14 loThepoint Ry DhyanPal 292) yiedineTheory (assomphon) Hip Toot ope in 4 disectiom slab orlex seinforcad 9ietd dine csaight elastic de fovmatim ogligibl rHat ybaXJope (nombel Yoo slopes in 2. direch on CJthbake n Slope 3Mostdusable Vruh ol vaynush desigraud s (303) Red shed uhe o wuy diometur Ra Hydraulic dime TST=12o min (3o4) Auylins ave ppo itid on prinupa Yafiy 1 CuxvebeamThooy Radial shess= ètnb Ra) eoncet eay srongih=20 Bencling Tengi Bos) rilage footing IS = lo + 5 nm Min SPare blwange seT 3o6) Span7 15m Prefr Sisgensionbr e 296) Slecl Defect Yeasons 0 easic tsind spead at éom) heigk. S d short nes excess Sulp/hes 3 itletaveld Throt Tnictnesc(tj) = Ka o shoAness Ex cess phogmous Segveqation 0- Cavity Hochal 9o-loo o65 efehvemess coul Applyinp Precejvatiue Spray oo o6 se ssuse Dipping 06- 113 melhod 8ohing 113-12 S Best wSSt 30s 300 MPa loo Po ser d iven sivkt Smd Test tochek Sluble mattry instone (basicaly dusabiy Test 25 Ma Frt Hand dyiven ole etd xivet aovevlues uce o Brad Test ost resstana sta P49)Best Damb pvoofing Slatt maevial (31 atvegt eavth pregse condihon 3 (300 Shoing in Staur. A sloping member - whith suppls the sTps in Stas M 3 6-+S3
- 28. Stainhavdehingo sleel 3 Pain(o:5-brnm) .txriertng ltigner slsess Ahon yietd stess lh Snceased detormatim 25roahr Modea I A s i 2-4 312) Expmdd foros ne= V 1 2 2 Vs ne e 74.3 D(1-e) = D1-n)| dia2le DC-1) C1-n) Snowtal m onn Sleet mm 3)Laminapipeflot netic one (A) = 2 oun in ietteezing lonip) conecticn Jactur CotectionFacd To 2n drDs /Tentparr,on (3) BleacningPords Caocd) Momem nsw. Alnys P (olcurn Hypocnis Pyolysis =Endoheemic Atesoma d Rat o deorysenaton anstant dpond on Ternpesatirre on 39 Liuid fon of partilot airpallutamt must spo |T20(l-D4H)20 23) TrognatonolTraffic. Intulligat Suryey speod 2delay stdy dvce Sand data- 329 Desi able Prop. of coi as ignuay - looseSon Matrial Min. dhange in volu me Sabis urder advesge andtion ot ncentifgalPompcasingkcPe) r Weaier 4 gra:wauy The ftoo asir leaving Impeller Heisnt of driver eye aoue tod =12 318 lemposary Sprt- Bvnds Alot 3 unuway4 Gv+esue +iscon Nhet Cloyeg bIe62 enuechain huntrvchai n (suvy Enginer (GP) chaln Pono lds Gpy+lurblen 33 feet 66 fetoo feet Gvavit + rm (16)Link oo inkk loo fin E met6k chain 2om (1oolink) 20t Smm BomSolinx) 3o t8 mm Aile &o Gorurdhain A ces Crasidrod ern Lacve= lo (Gontivchoin) Jacse = hou6 8S m= M84osq yavd Latce 42Sbofeat
- 29. Day-15 T6Thepeintby Dhyanpal 2 Cveepof rail longihudinal Maermnt nek:sl4jae = sunu + Shoudesoerhuc ansamat is deatd pole drainnd. ofsail dhecked (achors) Min 05 MAK" 328) Jninsd Signt 0 Staff he ld normal ()Txanwte Aes to signt Thon tadin|CDe 6 5 MAX 5 ) efsective grodim wrizonal dist | D= s+) eS+Ysne AB Haxdness DE 2-/. mdy NCH (6) Rat f charye Ae 01o /. CH (Co3, Hto) Per30 M for vertita) Canl longrmdiroW ed O:uo . fev 3o m tr 320 Gyound uwatir Teefrom uspendad Impu /oM ambinsd Souwer haisnt =D+D 2 Less amt. o DO (clogefosurfacu) Dl-0-84- D aac ivalant Grdn seil Low 0Janic tonrHent. t Atn not ive has High D0 opDFTM.(331) Hyaulic ef uivalwdsecdhm Min wid4n of kevbed Urlan dist (55m (mcudinp allocancu frstalld veljck dimu So AL (335) Lagocning/tondin9 forsudge isposal (336) Kunway Gcormetsc desgn Noise Level Sound wove O Ronway eoidth 8m 4Sm segven cy Tinepesied (deped onty pefapet Snensi Inshrmental Min30o Synhalic Ou. (fos ungaugad Basin) onwa Basin Lag dime cG ainfall tKcessto Po fetyDleyatea m 3paramel > Base Tme wth Non Inghamerta mwany Peat discharge Longint saloy rmuy (120 ABC Min (1Som DE Min P8m 38 Waswid4s4. Ws WNSo 75 3) sisht distanre he ay tuwo poits ) Vesicl Mener o dosy ame Jamp Heod) 3m above) he custaue of surnway choo be mutually visible m a aistance egua tx hsemely tine gsain so c Basatt( 1yness 31 tD alf the amay th Shahhed xoct> most he selimeuckyroco nd stene /uimestone salu slatr
- 30. 42) Paunt defeds vyImportant OFladh in Trufotmai- Y JMhdi Pauint suytat uke Aash" Suelling ot point kim abulb Peeling 7locsy patdhes on paiiti suTtace ason 0 Poo qvality of Paint )Poor cwokmansh dueto mosture dueta oil2gsa molur peeling) Blsterivg w h n paintud Svyfate. expogd to cheals (Alkoali) Saponifialio due to Improper Vertilaiam ieherin9, debective pait lomu Sn his Soap patdhes FoYmud and Paint film qet peelad off srom Syr face dull patthey fesmd d Pai ntd Suran Detathment of Paint film tomsusfacu bo nd b Sutfatue HaEing Tin oCcure hen Paint ilm paoY. Trick So SuYface clean p. P tUbbed coith abrasive paper e fose applying int 343) ELR Balln + Tnetmameut Parcel of ai wayor measi meuct Test ALR 9 Mhg havdness scolu (-1o) halkimfovmatim offowdey onpaintd stau No hardness cueto ingufficint se o} riner S. sufficiert dil in Prime 1 - Talc Fading disoloxatiom sf Paint4 Sustau lo Diamond Sol.ahesing due to am. ageny ressant like Pigmors Snlight,Moisre Used 3s)SimplG AsTM tied method owortauil y kelley eall Test) in Paint vinning Tris. r goa toirt a Visibilt of Bactground dueto Bll nose btict ony one Cotney Youmdey Insufficint opacit of Pant ewen aftr final caat of Paint Cod noSe brid doubleblf nose )Saagvg shen susface paint cHhnie)layeY of Pant Then Pait Gilm mo m Sirailarto vunniydelet1 sisknty c appluedo ohesive soilis an Jndicador o caY senqM uR) Tougness ndux p dotnwa yesicalSun Bot here sag sf Pain M veyThidk) wining when iot dayey of paint toatd Thin Pait hlm gets shink and (shearcken/h at Plashic limit dewelop cfaul on susfaco. Sol Surau noli hen ftocTnde means Aatt s LoAsa Allo ng he Undeent fo dy Compleld PYio to he Appkeation o findngt Y Shsength ee Then Tugbinesy fndax Le 3t 1 Soil fiable atplasticliut Tunning hen a Thin layeyof ant Gotod glosy and symos Garfuentn faiwt Ymans , Cnughed atplashic may ronlacK aud Somelimes .eaves Small aY9S d SuY fact uncoveyd. 28/en
- 31. Dayib T Te point By Dnyanpal 4 sessing aComrru 8 eam cy 3s9) Min diauidey cdidth 25 m) fachmde/5 Sloping profile uYve noarskength Cnvea& 36ModaiSplit lenyalston Slocs mede Sepryot Osual pratice Bending bax neas suppor f4s) (A) Laminar Subla er exist ony in Bs) Conditionsdequaion Epsescing Telot1rn mofh Tyr buleyt Boundny layes lo Bs2)Planetncs melhod ol Jpind 'sethon existing b ne Several depedont Quanlities. pate msSS Tensioncoffidnt meln ByRV Southt elt) f o plainTuss also Block ra H7(rathin) Trid SG of £lock SG of Mesur we canuVe 9) C6-Solid Semi sphere &9 (363) L Sodden dhange Leakaqe in pipe dine offiiet ofiction Limdivg Fietton Nor mal Ttachoq 54 Primanyompressionfrilure 1St cancre Fals in Comp reciOn Tan Str yjedd LiquidtIndy - o-WP = SL St Steet failk in Tencion Secordy .71 Liquiddatt Sa me load 865 A colu mn nat Con sup port CensictoaIntex +Lqwdt,Index= 1| n Comprssion 4 Tension |short Colomn E Eoer fosrmola gives eor 5-of. irect stsess ffect neslect 9) Eole forrmula Asgumphon digres ot Cuiatim + anmint - 1 Vw w ( Long Colomn Condthon egíen efsauration i (rughing effect (died shess)- Neglec Humd only axial Compresi m load binge SPPo%t 2 2 - s Damp ) icion at S o - 5 moist (V) Snatic, Homogeneou sdropi w.el As loo Tri HDMW) $48) T ec moment heovo Cchpeson Theovem) E Mindkirablemadin foralithny m) a fii emd of c ntinuous bam ut shere land eshictad = uileplacadb be es Lth addrtial spa
- 32. . lsesshist (346) Karu motMod Adncemen o Slope de Aechon eguarhon. a4silpipe laturdoset uwast intepting sap P Trop oase dtainage tvnlsion nol f pyime CoaA Wasn Dacn Foxm/R. PatchupwoM Use ih roiny Seasco Co Vonti lating Pipe KSSusface Dressingf RoneeatianMacadam msfreix ifh(cA)eae apreyatu) i d Iron.Largeno.cuttoffvolve tequirad eaprescuTem Hipie Peh Ss Reiix with FA (hne aggeat) eina Bofh ecnormy 4 6easonaloy 2f froksu Gonrral avgof 3sampe to CBR «ton Zone sm o t kom ceiuto reier) Radist S ina value o} CBR Seport vpo first decimal plate R5 Acauray ot Tabe Invaxsteel>Metlliey linm Varianom Allowasu uPto Lo 3Sunting getant HV 3 lo- 3o S c linom 3 - 6 lo To Detuminn dilferemte ín etewation bs Poirs lanqent clinoa Hvaxiatm mase-hon above givenvalne TMen 4ruke av of6) sample. P8) Ponstock >G7uidewheel Tunner Dcat+ Tube 6 dickenka fficint< 30 (Cb) 3) Lpetoncoheel Max wrhen Jetvelou 2 angentia elo DAS4 38 Riseof Sap im Tree due to Coupill adim. 38 So a dynamicvisas Spot Sperd Doppler &adar Taffic volome Pnumatic Tube 2 Nonmadular outLet |.openSluce olD Suty Road side Tntrwiad dsounad SUb messe pradih Semimodular|Flexibl Paryking study video tapbe Gbbs ssid modu larrigid Masona m dsfice Spatemean sped Traffk fto Sudy 3)nderivatin o OH ftood Hy doap R Sood taave durahonsaifall 20-3o-/. s Jouxmay speed delay Study Xunni Sp Rood Condition Eagin Lag Spot Spend Ttqulaton1 m*asis (394 Catyory l Tricde Tit - 12 V Proy 2- 2 3-9 3 lo-20 n f / t o o foor vey PoY 2on / /
- 33. Day-7 ToThe Point By Dyan 8 2omey domihr Bs&)Exbndsd aesahon No PST 30-48 chaun 30 So 1) Hasdnes a Catoz3 Catgpry caatui Degreeo NSo 7So 1420 R R 50 Soft R Moderatul Ha ha 38) Will amHa2en foymula PressuePpe) 50-150 So 30o V=KCO63go-S4 7300 R) cen vetional MCpT Ve had ASP 4- 1S dos Ait celief valve Psessute Exlendad aeraion20-30 do 100 Automatic volMe 38 YOadS 06der Chect Roman TressquelTelfordMaCadam-CBRo Inineaho MW Caloi fie value Fov vailway bsidge desig Landif H ders esign as FoR check for cassAA MW as High 0Aaric odnt Compshr (296) Plat Beasing e a Inflat ye Platu iqu)faueme Hexble Paveneat nondumensinal Slendes nescarto= Aliastos /Map tratig due Yelative mofion o Pavement layey máyial (14) Totol Yacion time of diver does not dspend on tondtion of mind ofddiuet Kx 393) IRC-66 Zecommunkd Practue tor Hnuy equilibrivm Supeselenzhion frr 2qual Pressue on wth heel >e+ Sint distance on va Sheaxtto T Txt 2A 2+R 395 H,o2 PHo nerylorneTogelhes ate Dessng Hot 8itumen Spaayed over seshy tomsbmctd buminous Susface Aikalinit duueto _ b folouod Sprading of 63 mmn H Cocse a9,9Ycqalh ollin sdone b tandem voles 36) Couchy No =(Machno) 16) Tavesse cloctuoise Then Sncltdadextem Me CJe anglu Anglu ) antagap Basad an Similan /
- 34. Sat lite Station Auillan Thcoddtu Station Meos an inaccessible main Triangulation Station. At no dho c an dion a t 4 k l w h e e w d t h na ow Ch angtS 4) Gales TrawKse melho Corainales of &diical dop Taveise/ biagulation al Inuvisibilit adyacond stationm Supest ri tas TT JUshevevse ( tise) n3) Negatie dip host deliovev pipe ldn aCion Pipe Chaactasi of Triamnulation Station) 41Let saing of Tele sape i no mudk 6oYvng ad ve favorayle Yeading Increases clocke 2) Desgn farametir of Rapidmixivg nt t,v") y eltonsheel Tarbine (1mpue Turine) angetal How Tunu) fowe T-605ec Degye ot teackion e6o Volume N egfen reathn V e l o t 9 r d i s u t 2 efhcienci e Turtine 413) Pilotvalveveduce Hyh Inlet pressue 1 Sewage Gvmax3Qavg Hydrauhc e$fiunily Medranitalefrm Alkylnitalk CO Tick. Hold Reily in WegtBoyal in Mid Sunner ain 1 phatochemita!Smo9 Swnit |Sm0g Funnerfowey M=Shofta Ketne Hy drvcaoon +Nox watis Poses Ald ehyd runYs pocPY max. AN Rat ohangeofqrade. is not equi met o 12max eSfiieyot PeHort athee =+as 12 SPri if rmass faltu fom heist Thou mgh = kx desn of Transition Curve. on 17) Centifgal aceleation=sadial arcelesahion lotn are ame) 428 Limestablizatin rl 18) foime Coat> Psomot adhesion u existing JRaTing oue 4Svbsep uant saring we 2 Smple moric motion wheVmux -7tn T2 m x imi to avoid topplingofslo moving vehicle in ne mix Traffic Pointlod Proectile mation 24sina Conve yt Rai volliung lend R= u'sin28 vdi deper Po i lead t-usin allast Jine lood feame 3 Soeutt melnol foy Analysio 8uilA&y taa 2Cesiolg frsce due to earh rotatisn when tsame Subjedty » vevtical daod Rod Kinetit enedy Cnaestonm ftrs Coiols coffiiut ol
- 35. Day-1a T The point 8yDuyanpal 32) cnnal Shcns loCShea foilare () wosek Cuel definud Poallesm not oelu define Pattesn 44) sefot)Spead (%) spess Arm fooneguigie a c k s d secdim asca of onereu in CopseCSin nwglisible Spead wben dengi qta o steel tsansfasmd On basi a modula Yatio .affetud geomeby avd Surfare condihon o Yood V The Sediom hac thad he csog Sechim o Compasit beam inlHo euivdeut casg sedim. Greon Tsansfesmad ad Ma Section V>speed Volume 134) Sandcolomn darzing eastnguaKe 8-duR domme due to iqulathin of satunatd sAnulax Soils 43) cushed Head defedtmrailAueo sipinghe tes1Sn 435) 1ange5plie eny for Axiu fortu Then ony oden 444) <hen degec of Cuve Splice plat GCo Gauge provda. desin ac Chort colo mn exhsa Toidh on Gnve = 13( B+L) (426) Euion Paint covntainPolyvinyl auenti L=Lapeof flange = 002 + Dh 3Pointing Pro cos o inishing Jot duph of fage bel od top of sai m uh moy tay Of yich 2 :3 in bricr & stone masonoy. mata ylush pointing mago Ck nany and fate sto work ne Praess oYepairimg alfeady Lime Cenent B Y1gid cJheel bace in metryB motay nniting danaged Conre Susfate Ycnd way Indicatoy Hazavd mayker may key DelimeatoyY under PeSsue object+ 30 Dy namicTest on Concrá gives Higher Value o Poison Yahio in Covmparison to siatic.Teyt Lqime = time o Concakti- tr Smail Catmen 46) fossmall cathvoent 85 Sey Manh Principle-( doal veflechion) Stoneweignt =4s0 kg (an) 9one twa Then hovi2orhal ange, a) mYYor agle 40 = 2x4o = 8o 2So k ( walar) Plane of2vnior en volume ofstane 0 45o- 0:250) k9 Sm3 4 4bvride in nts 7 1.5 mg [tt Deyntad Fluovisis any d ldsm 2u
- 36. 63) Sugar Tnctm sy Min. ty demand 9 -9K_ -3K 3 6E+26 Paper Max Clamp buning (Brick)only fo nonmonsoon (44) Town Popdatio Peak fattor Season. mall S0000 3 adwartage Savimg of fuel) 2.S (1s) Sok- 2.Lath 2 Medium 2 Lakn Vesial shfmer incrace bucklingesisance of web dye to Sha HoxI2ontal StitneY ieb kyckling due to bendg La1ge Peo Fac sheme o to Smal watr Suppy uYal waul suppl Shem Intyittevit supply o stardpact (3) YeSisanu CompsecsIM 5i) KMn04 ox diSnq agemt axleload suYvey 5) Prinaple of jet GngneLinsas Mornoiom cVPd Sample size(/)| me Stone lests <3000 20 Ophycical Test Heat Testdetrmine aliumCarlonal Contut (3) chemicel Test 3000-6000 76000 Btl Test 5) fiveproof paint -maintomponent (466 Fe,Mn remova Aeratnm Coagulatinn 67hlori nata Caperas P = a| fibyous Ashestos 45)alancinqofsiynt mukc disanre of tosesignt statim = k 49Avneolic decompoihon Gases 60 Tsatid Muriple Sewage for Land irigahon Soo CH4, Co2, 4,S, NH3 som Instument station. 454) Lift off distanre Point whee airvaft ) Cavrvgehion de lectin iluhese tsin Slasts1S Ao7 m 43 Principal point cttais distane of The exact cevitii of photo focal point throngh wuich 54) Taxiuy lignt aloy@me he optical aG passeg. 58) Saimming pool waPH= 7.5-8.5 fos Min. eye ivvtation) Bisectoy of Angle of T:At meets vevtial photqraph Isocene 45 innitus naring loSS dueto (nose dispasal rat o appliction of +2) Allotable sludge on Land (46o) Fannings Ex seme Inver sion PhosphomS untotsuly obsrvad at heist ond in all Sentm Monin EvapoansPivahioo measuxernenl (441) dhyrefusePvenzatiorn Pocade ysimeti ( fied plot HangeToimt in pumping Gtation /
- 37. Day -19 Te povnt B DhyanPal Tocus on Input Basin ea" of compsessible Moto 0) Rai d Bacrnching = (6-16)times fijtrehion rai Bey naulí e ittetio rau Contint Momentum» Slao SandGiltsRapisSandFiltr RsF) ( 1 t of stat 3000-booo Sarda Canall Up) 75) shavdatype l desisn to 00-20 Fal wit 30timess aised (rest P Minimise depth oF Cutting aa) Alm coafulktiomAlum5-85)mglit 8) wi th Verhical Impdt simpy vertical dxop fallk) pH6.5-8:3 48) Lok nocs Cood plan (1981-2an1) (3r4 lecdplaur) fosrelalay (rest toy ape2oidal CYest 82km/sookm oad duciy CxpresSny 200olkm q14 m3 714 83) Rack & Pinon arangemei snengadi7 Combinahien of (3) ail Fry setangulay Body wall fry Trapewdal lbody cwal oted ail topwidh = 0.Ss2J 4opidth h-552JH+d b) (b) nosmal xail eleco optical Scanni 48 Tolal siatism magured Bottornwid#h=H+ (B) P ) TMD : dsouglyear hen ara 7 2o. atkta (484) Fundamental ines of Theedolt =(s) eAge ase soundsd witn radius =0 3m 2- Hosizetal axs CTunion Axs) H deptn of waur above CKeçt of fM (m) 1Vestical axis d eit ofcest above 4/ bed Level 3- axis of plot Level 1 OH Indspent of vainfall chatattastic 4-Line of collimation S-Bulole line af Atitude. atenal totmola (48)fexmanont Ad ustment of Tmeurolita V Amax So m yi PCC SB Plat lee Tect 7 foxlead,fto 2- Cvoss hair sins Test Shsnm line path ina Steati ne Same 3-C ollination in Azu estt hovi zovntlaxis vestial Ayis -pise Test BuTube dyel nen 9 Elecbonaanericsudiaon 6-Vestical axc Test me encg AsanspoxH b P>opogahiom6 onliut
- 38. 88) Divegi Mesging fom to teft tefl_ Passible Stugnt line Melhod of Depihon Rat of dprBCiation - Annal Depreeuatiar*loo 89 Unconsolidatd Undsain 0)Test -0 frs eloy C t Machme 496 non Toxic metal > e, Mn, Mg 49 Beavig shsonm of conctelu in LSM (144%)Optnun tucvnessoWeb Ma 10.33 ocre o45 CoaYse ag sreJatr Cemeit 92 dph ofwehd/Mak 3 Maduus of elasia acpex rs456 > Secan modulus Ka Slendernss atio of web 494)ASP Hehsotsops dorninating M2moment Applied to ule desien fienua capaui ot| Semi CompactSection e (emo) S 3 Fla kin detarhment o pount lm So) ReinforcodBri Lm/ doy/mason (Sos Hus poiting. Brick &Stone masonay* 9Hydselic ftood ng Contnu facewoskK Hydsaulic Conhiuuaty+Manalum Sos)Hip Koof depe in4AirectioninN Mansard athbrak in otr Cast muss (t) +Rrn(p)+ 00() Cost )} each Slo Pe ast Coct sench o frs econormic (t29+ (5oTesa2o Hors Marblechips - mm Mesaicfeorn Srnall Celoy Stone , glass CoatirSuschasge S. So8)Rataralycis 98) econmitolSpaing ofTws L Contxact p»fit > lo f. So9) moishse conlevt in Agasegat Covthinuoua Bone 49) Raki Bond or Herring Bond Usel in Bsicr laying elecbic ieles nmetnd Actu ype Domp Biturmen d 4075 Tnochve 0-125 Nosmal 7125 Achive
- 39. Day-2TThe point By Diyanpal (S) pehic gravi Sol soldc Ciaske melhon 520 eokile Ad vantages ) ease Sperdy Densitybotle Pycnoneus melhod biity to cohstard diferential Cotoment Method 3Soitiit of pnased nsturhion at seshricbd Sit otte Cepacis-SoML >Lobo My ftheSionless onesve Sol onyfos coheSinleks52) cultim edge tmict ness =2 (ligtiluntr) se, 52) Dynamic anaLycic of Block foundathon (kerosene Vse) 6 deg ree of eldom Sa)-ve Skinfsiction 0when wT fllm S23) Base exchange (apaiMeg/Loot) Applicahon of Suxcharge ovey suoundingis1l soft Seil shata follod Stif strata Montmo frilonrt > Ilie> kadinit 3-8 80 tounward movementof soil selative to pile acttvtSrfareata dystonçh plash Indux msoae M.mentum K.E Cmceave 13 Elachic callision Jes BAse excnange Capoau Kormome 0der Montmofilloni ni Kaclinit Plastic ollision No STm 25 SIze/Minesal Thuckness Permeali Ger kaotinit 7 Slit 7 Montmovilonia Lime stablization for sood bases &subqadeg LeVeraqe ot all simple veuele damage factor =Vof =e.shl. ade No of enicte tmvel ve Sl6 n Compound Leves Lewess 4se multiplied. Rigidi factkoy= Contact hecsure S Boco's Notation ohere 73 fres act| TPePyescul :7MPa RF1 yre Tevsiam TPcp) T Canstrudt a A o fores and choc that hy aYe in equliboivm. S29) HighwayCotpatt>In Mutipleoflo (Lower De. (1 SSB Valn Runway Lendh = In Mulliple of 10 (4ighrrvaluu 2) (antiLever beam (3) Shs. oith one end Aungg &shHher end Suppost olley. C lo00 V Spacehand uy= 0-2V+6 SSD +L 518) Lineloc xnhme =04 )see- (Kasn) MontHhy expansion tactor for Monday = Monty av volome 9) for veshal excavahion -(8 -50) chux Sn mondoy volome. Voue Coresponding to=90
- 40. 531) Eaxthevn shouldex Cpsadient Min3 S43) Modaulus of sesiliente Stoam enesA1 T Volume Max 14Tenpo fary Adyvctment o Lojel RavementJVdiet + 0.5/. )Leyelling 3elimination ofPrallax 32 Rectanqular o«8lock pattesn itara Rodial& iulas 9 lompoan aductrnet d Thodol 533 Ratio emoval ofomin allatnqsocdh SYsUm 2) Cextd (HLR OLR (Texnp. Rat of difhesiy Leyell offood &0 nto Bio frlm lo rnake Crossha disfinct visiblo focusing yeiere 534 Design life of oatr tfeahment =I54 FoA SEing objecuve to being mage of ohjert in plme d Cocshain S Ibx desim based on ma. daiy demand max 1-8Qavg 6) ellimirahisn of parallax SSf RSf 4 Rives Intake (0) upsteam o y Cto avoid pollution) S46) dynamic head =_ V2 (2 Sufhiientwalr in eiver (3 Neas he dver bank Sanatin nood = reure + dynam haod a) ) (4PPY Pat of mtakew ell sesveas pump house Pie2omebichod= dalum 37) reeMan_ no of Aimultaneous fiseSkeam =|28P s42 Leff= L- e04nH Cesetted conbsactionm) Thausand (S38 Boxon onswmphion- affects Ceyntsal Nevve ysm (CNS) (S39) Aexation euonomical in larmer Time. Given8 S48) Ceepim Hoto Veysloo motion in an s40)vistal wosk Inftinik expanse of vistous fluid Bernauli Mamentdistributn Haqy (toss Slope deflechiom G. Maney H-He t max Yavge 4) Eues'sfovmolaonly forlLong olomn 550) Tie slation JoinSubsdian statio Per Stauleequilii (t) 2 Plane ss)Thedelit S42) ThinShel+ hemisphertalShell t atends) s furdamental Line emombr
- 41. Dry-2 ToThe point By DhyanPal Ss2) fsevdn piathe ( nu 463) Shear Thic King flu Dlalet) Tubeyculosis.eleposit of Sevsic yd»oxide ho On inttyioy Sustace of pipe fsnses th sowghnesso} pipe SBAUmay 132 piding (Turhol et fioc) tosm o externely laalistd cosrjon t leads t Creaion of Sal holes in metal. Vavs SS) masVing uspose (53 Fuid un)A Vs = G-1)od2 Tt Lesvistes hence Settin Sotarat Traffic tsael lirg in OPposi direrhan nna yelloc 18A Bwe Pas img spa f o Boiles ( veyLocs value oftadnessnetdd S66) Level Sustare Pasallel to r a n sphogovdal Susfae at ewes poir Use Sadiom Aluminát Coapulant (Sson salts Used in Sewnge Coaqulant Smooth aye 0 25 s4 Annunl rechoable gd. yats stonge =4e x vaiation in piezometic haod Stongat Sougn | 6 657 Leod| is most ha|atdons metal pollutant aautomobi exhaust S'= I.6 68 Fanning Inverson +ght aoint V-Nava ho 7otal mizing +aken place. St8) Stegnotin point =0v=o) S59) stseak of Mineral olo of Mineal n But before check whether Aoco Exist Pocwder fosm. not Dip ncliation of layer of ock. Gavth a dye Cancupt baged on Shreak line hoiZorntal plane. $7o) Uiisaion fatoy = max. poer UiuLAd Max potwer ava lablu 56) In Tonneling opestion Rocr buast- elense of stain enr9y om foldd imbs. 2x2d000o S62) Shoaysbain | Sroarstsess AT $PtoimplarNotch: AS Suaah 05 O:59 59 Shordin masts A.00 dhag in Yodian 50 |135 o35 d& xl00= xloo Shses 2.00 1.65 o30 decyAas Sine
- 42. 42) Bign Csenp Theory alsumphon 641) tarthdam: () 1ock foundation - no problemM 2) clay foundathion More Susceptible toShonr O i tonstarnt ( heod LGs { CTeLple th failuse )Coavce gnd &4avel g ive no taouble o (Lengnof Travel Stabia Poin ovino a shoar ckenth oo H mescuny e)- Au to L04) VapourPísunt incses aoth cmshnithon a dam Sohat it Can m* asuse veny Loto psescu Te Cuithouk evaporaion. 82 -412-) Volomeo Paraboleid volume ofyindan s Same tuut S83 o6 30-6o on Bank Attyaing soynes The preSSUTe at the (ontse of otto m s tound to e6m) of liqid. (not vcefl for bant proBertio n) Head of Jaynes need stong prolei on Repelliug 93ynec 9 60-8o' 5 Nonuri formiby of shenr skess dighsibuhon ax direty subert to umet edamanip (Permead goynes) Begt pr sives catryn Grames Se cond y umet. Sim feasn VeloutYedmes Defie Givey only ocal prolechos reativey shst Leg Turhlert floco Jaynes 579Stsenk line e i derived y|LagomgianMelhd (dye tonupt) mm/em) 7Setting of fasticle deals ith VigcoHa ](s8 onevennecsnelax ood Choo hence eynod's no SUsfot KIS00 Sutisfacm Rod S00-2So0 S7) MpV=2 A =io W 3 2Soo3200 un comfortabu 3 200 3A-20 W 2 GS+8U) Cumulahve of erti (alvndut So first make normal eguntiom Leveling hesd OSupport vpperpart d Lx 3 XA wen 10x3 X1 Incument Atath theodolibt toTripod Provide means for Leselling Teodoliki . 3X2X 3A 20 X2x3 21A S&e contourIntval Scal 21 cTd atudly qccuYaty (mavade hair melhal) c ime Tevolution o mic mer add reodongg) Only In flat tevsain Small ntival cam e adopld Pin ovestial intYSetin) (b=Ya} pith. PT foint of 4arnjom ) Threroco pomp3(AL t o i n t uNalu 60 deud vei psoroting Pup 9-2(AL)
- 43. Day-22 ToTe point yDuyanpe Goo) Subqade tompachon = 97/ of standard Procher densi freccuehod ototApm + wa ot = (GYat) s89) Unlinmd migahon cana shen A 1o9 (tol) foaming in sudhe digestoy. due to aurve pilehinq only on ConCa Side. Poor mixing of duqestor Coneut. 0) dcpth oCf had Loss GooRecaonation pH Ca(Ht3) Soluble PseupiBation of 9) wind Covesage . .of time m ay*ar durin Mg (Hoz)2 wich CroCS Camponent toithen immt Sepanhion of Boundryfaye o2) Aevosol ayer Cones torest duspersion o Small liquid or when 4he Hots n Bound Solid pasticles. 6o% Bnkleham Melhed (Aexibie orrlay oUe flexide pavemalt) 9)Mesosyslline_-partlycrystal + Pastyss YCovd deHedion in Yauns seasm 5o1 Feldshax Iqneous You Clay 2 (i in dy seASm Then mulhpy. 2-13 and4 Bacalt Lage Deflechion Weak pavement T 595 Crust asth Grsfate. Loye / VPper Amount of De flechon depend Mantle Outntore Lotwer Owhecl load PavemenB tudne its CondiHon Dmnertsg Soil shtengh Sface Tenp. O6) 2.point problen Auillanystation *quira. 6o5 Frelle bar ntlering point Psznd u 01 anal alignod along tvaushd to Save Cogt of CD Works 606) Rail end batkr effet of Aammenng athm 5a8)Proastial weis QH H2 QAH3 H52 of moving Load a ail Joint Pamlic 607) BoundorylayerTheo6y Sechangula TiangulonY Cipolleti Speuial tye ofTxapezoidad notth Z=0.25 V:0.25H * no ef essential Bounday ondthiom =4 at =0 aty- 0 S=o =1-86 L H5 at y-6 u=U at y-S du value rder:- hoporimal Cipdeti tect.(laroloie(Triangler Degiralle bovntry rndition =(5) (4+ 1) pile 599 weir piping Prodem avoid Longhn of mperviondfots oplift avoid/tf IsPile
- 44. bo8) sludge onelhioning dome ofgudyetdaehon 621) Raninq- Atigninp the m in heaigtr ine 2 .cAemihes. HeadMelhod chevaicalPsoess /0Gentatiag sudpe Solids a 622)2pint 4spoinl petem toatid wrlhchmua Reseir 2) fcictional stess in oigid Paenment G) Tidal Rore (tve Suaetsavel() in a PlotaTovle idal ive wih a Sncoming Tide. n iale Gibre of Pavernent Slab) ( 6to)To mowimice NpSH for secipaaingfum_ cCA)Heclah Inc fease Armbi ent Pressnre at suppy Yese)voi masor rsigaion Project looob Dectease Pomp spes Mehiom 2-loo0o oposd popetvalve Aix Cauchion talve 611)wat ammeyContll. Mino 2000 eso veloci valve The matie MapSpatial Vaiatism Thenotic 625 GycA Gs6s Command atea hat an be mop. 626 PresUTe measntenent tor Vactan alsolud PreccYO eMintwidth of safet aea for irsteometal ronway 3od metr 614)Larier Floo 4 ipe Fto 62 mochO(M- FLuud Tu cbolent floro h V2| fnampfecgiblu Susonic 03 e5effe of urvalure efadin Neglertd ihe inshoment 0:3-08 Tsansonic kept Midasay. o8-12 2 3 SuperSonic 73 HyperSonic G16) Guidebankhivey chanses itscouise hen to qvoid it. Shape Sactar = dimensiomles. = N¢ )a-g longituelinal gictioncoffident NJ&g Pmp V S3om ph-04o f- 0.35 Tuzbine V 80 10) Cuched Head Slipping & Sidingofhel629giec o} ixn. of Impuke Tyvbins=eso (630)may si of ag9. in marçhaU Test = 25 mm 19 EdeveevalionsMoment momeitum o Pont o} Co ssing may-siu of ballagt = 25mm 2)Lralin oftnlaur gedint jor Sodale docon 4he ill Cenvapnce /s.
- 45. 13) Day-22 T Thepoint By Dhyan 42) Goeau closn seq id in davbe fumish Ban. Gxaulas auve May irg dmpound Cue 632) Tuo os mose Blisteing paint Defect watus Vapon Covmman tamgent whidm is t6apped benind Paintid Suxtare. (arve may have diffeent sodivs) 6144) vima Lood melhad Ue nontinag (43) atm. Psessnse Then Watir lade egion of Shfess stsoin alie of stee 2 Concreti in Contind aqifes coill fal 634) RC Higmuay Transihmauye, 64s) modAulan ridu- 19 x9 x9 om Nominal Bn 2a xloxlo C inlthaneotcrwloihga CubitSpIAl acdeation= tanstaNT 23xI m23x1Y3 Monmodulag brdk- (Canvnbonul lti du) 2 2.Sx 15m wy Yoditnt 2 Cambe 5 HaulingCapocit, Somovdious ain Toleanne in dimencion ofBsc(Asper TS 014) Yes istane 4ake(20 bieks to do this 637) reshdir C6D -0-3-0-8 380 8 formodalarbvio L (19o) BoD . 1 B 18o 4 C 3 Somof ane of miesectign in Simple H 80 4 Càralay Gurve 180 L 38o +8 B 18o ta (Gxs) Cuw m Pasive Rerviou Sancing ysum H 8o t4 not av ocon souste oeeGY) IS lo47 o mm on Busni clay 71 Speciftali tx. (1) Sun i ilm photogrupy 648 349s Pax-1 civ Chage Co uple dove (V) Todiomeky Comp. Shsnyin Test watir abso phi on 3 ESflovoScewa Teot +Waspape Test 2 BictTest Coontau Canbe intirpoldil 49) Andhosbolts Yesict Tension ( Eshmation (10 Asihmetit cal d ahian Grraphial (keepthecolumn upright dusingesection 6se cvengi desiye om cuopd oa far ndigurb Soil CLo 4o madum 6s1) Paintcrnsitt Rernark Exnple Sensitive soil, whit lla BASe Metallic oxide Ter2aghi4 Peck formula o.009(-) 2inc laad vehicle oil ngead oil mo dify vistesity) nut PopP fer disTb /Yemaxidu soil Pigmont Susface 1mpesehien Colos Zncoxida 0040004(-1o) Skeniptay Ernpisita foxmu dsie Pla chuign uadspeaiat PUapoe Solva Naptha,Tmns y Tpspebnto
- 46. 692 Vanidh IstCoat 12m/itse 61) Rigidpavewyevnt Mintmom Maximomat 2 Co at - 1S mlike e ot stoe ah load chsess Irturvins Cotnes 53Galass metion Tomp. Chse Co mponeNt Cobnes edge Cilica ShenghRCornpactness NHK Tessain Cossslope 4| Roluin (m) odius akolta adiuy (2 Lime make glaes woaltabe tos Se al processes 3 Soda Plain 410 2.30 accelesotos Led oide Col6s 4 tompact soll ing lo25 230 moontan 2-60 6Timbm shenh Max- Pasellel to an,, ctep nnud tosemember fer reunoin4 stork_ 6b3)Maxdhalligyad Tsecione beakup tejovne ispedh Ttain onuos O eceptonspace (65s) Min. Thictness sf load beasig brid wall>(I bsickThickng goo Wal lo recieme all tsain mm 6s9 ineessmo dulus Sandpe S O dstngspace frr fermation oneuotson find Sad CoAnds Deparure osmovemert of tsaingto 2.6- 2:9 madum cand Spne thhdshnatim 293:2 Coa se cand uy fm 732 (Sand) not Ushill tos Concsd 6) Algae Soueot Do in y making EXces scath o Alme may ause psoUmn Sxh as dTaci odas. Index pan Gyenesal layout of Ned Colonytocon Shoaing hospital 8iveh etc. es ysit chambes deintim thima o-)ee mastetB 666) Susuy decsification based om objech|ot susey Tru. GAM 658)The dhances o diagmal (sack 8<duces cohen axial ampessim t oas torce 0 telogaol Surovey Axche ological survey Mine Susvy at Sinnu lHaneonsuy. 6-7) Cunsyey clascificahim based onNaut svey 659-u M Tsicu A MLC Astonornial cuney (2) Masina (3) Land 4) Cadastsal Sujvu ML Drnay E 9S E Dmid- M 16ET (6A8) Unanfoomi A Susfoce a esosons a (6o nondepositionass dittid in a sgvence Aunder locd P,2 osoo 3EIL
- 47. 674 Los(Levdo Pyice) 4is qatatve Ucd to selat the quality d tatficewica Day-2y hepointByDhyonPal mea cute G69) Simpson method of axca calculatim LOS Ato F 6clase) Appsox analysis Best woxst (odd oinati/ oen secim torff Se,vice Lfatawnc Pasobblic 67 IRC-73 Gcometsic design slanasd opesatn Spend tox sUsal (nonurban) ughulay Guidetines frr desizn o fteide pavexment RC-37 Latuot 2018 Volu me Capaiy aho 4 sevisian 4s) ob.sopeielewatin. iRC- 58Guie ines tor desigm Latuh-2S|PlainJoin 4h Yeigion e rid pavement 27R 225R ero max width of vehicle ( 1RC ) = 2.44 Pcakfacor for 15min >ko Vis 4 1RC-13 Gemeticdesinof H Min fooBpath awidth = 15m Min eolder width = 2.SM Burninstar mdhod of flexibe pavemat desm +Jnfinit qea finit depth) NHISH Toodusay asdth = 2m 1- elashc moduus otoplayey -ect(HighutE)(67)Plain olline CSingle Aoc lae) 2 layess are in (onstant Contat Imp. point/Act|yoTna |ear 1924 K69 3 Matusinls of fach leuyev 3 Scotopic Homogen* elasic Jai Fas omnutee 1929 CR JRC 334 673) fackos's Considesed Valuatiom of Level 8 Sewice ot Hijnway Design vele sperd Motas velicdu At 1939 CRRT 1 5o Matinal lighuayAt 15 56 driving Comfort Pmb 2.000 Time Saley affie Intiwphism (V 1 sedsn omovemont 66 insPT avg iN valme vasiaton Is nore han 50. Then neglet th ot value &toke average s- eConomy Yenainin vams N u
- 48. 68 Tupe velocsty vdoit n (G)Fre sesichne of Timbere> 0 osic acia D) Posay Smk SoACe (Shthel's) I CodimSlucalh (1) 7nda (dae not deped on R Amonnm.colphau 2 id is Tnonpesgible 4hen fieco Cal(ateng (ompwm 69 A6gilacoomg ormp) S alo Mtonp rectile bu vice s a s Mot e lumu stons masl, masine Shel, dholk Ceeut rock clay, shal Slat ach Shagnation pressure/1cetsopicpessvrse YeNessible Adubati Pfesue >Gs,H+3Cabii, yhen ke o fluid Causes Ase, hu SH gelTabesmonit Crel) heiznt of fuuia in column 92-etadersCaso4/Taruricaud/Cellulogc (693) Acceusatos Cad, neM a moving flud KEfud Cnvests to PressuTe hood (sise huleq wto Column 9 Scubbes semoal o Parshculali rase ouspollutant 95) ArmorphmS> atom Yandom asanged, dont have Caytaulinu shucu eu) HU UF GNE RVE 6Rs Tursine dischageHedl) 66) effethve Depm of plat grder - igcu) Impulse (Pe Hon) fsaris angeiluo Ceaot Comp.flange to C61 Tensin Hange madn mudi -sD) (63 IS1405 Decno Lood bearingan Kplan Hish 25-sD) (maconay aw au) Lsw (8 diagroal tompsesso Hea shaay dxial flow failed bycunng Nent tuH (Responcibl) diamal Tesirs LNgesf +Smau BM falce sed Zpum (Lessheat) may at NA fhash t C3 A mo veaat) 4s fu Csauu hextat cheas Lage BM+ Smalshaan CA nmostharmful Tnqadient in Coment A More ask porckdbd. 90 faiu (vaK 699 fire sesistame(hr)Min Beam tidth G8) Minexal oil Tnteases theShronmgh o oncve. (vm) AsperIs 4S 200 - 2 24-0 48R Bethel Ploxecs| Gatotu oil npplcation 4 280 Sir Abel's firecofnyTirnkes Ssdim Silicati Me NeiL botos Seasoniny imbeh 6
- 49. Day-25oTepointey Dhyanpal a Cravi SedsoilTalus glacieh DYiCk a x hosi2ovtal distamce b}uo reinforcemant bays neax lonsios tale basically daposthin. fa8 pile Cap Spreod the verhital & horizotzal sade ofsteel clea distane b{ lar | (mm) leods to al pile Fe 250 300 mM o(nip Lemtn_ distance J max Scourlewel fe 415 &bottom ofwell 80 MM le Ear pre guse behind hsidge ahutment at est"cndition Fe 500 To)SofA wood Conifer He) Hasd 0od H)disecd shns Tect shea siess on the tailure (Deiduous wet) not unifoTm. pne 12) Myerhoff waturTable fadls not esidus Pine DepthoBExplovation (15-2)himes idh o feundah om Sru e aftarr 4 Skonhh of irlgood inplane Table Oak () Location of statin is rHhin eatcarele mihear emjr cemett in BeaYm due Bo (1) Middle. ohject s neaser to Pesion d- To avold ract due to prinapolTeng1OY1 plane tade han 2 objerts. To avod (rack du to Shrinkag Temp. To lmpfeve auti.titiy H Yentation in plane table artvey Tsough ompss BACr Siynt(n Resechim Minas method of disinfechioh Boiling 2Exess Aime Treshret 1 In Leveilim operahon Todine Bromine O2one kMnl Silvey Uv Tetment afseeti only fnfant Ho 6uebnty4istasewhenNikat7 45mgl) i Instruntemt chift Tnshnm ent no Shufld Tnangtaff ill eix ataplate (Tnan staff lotatien Changes) ikat ii 1)AsperTertagi Belo Footi etasti equiNbin venyamfvll ExecsEet P8 weight Talatid point )Lcwey ot.is alleetid obseveche Mode in di ftitutt eyvam. Lead Anamea chlosi de Brackishwaus SlphatLaativeeflect eigt Faobable esso) Ple Min spating Y» pile | ot ot Lesele Lsegeand fh} adbean el25d Ficnple 2 34
- 50. Fi9) Road 8) max widh o} veuide = 2.44 m max huignt MisaMethd of desin Tranchion canchant tnen twatur dph remais 3. mdoublydecdker) but in special cale upBo445 m) Bx Bn Bg Lf 2) lugietic urve Mehod( Pfvesholst BnL z (Bn -Bf) Bn nosmal toidtn of Canal i+ml (nt) fo Bf tuidth of thmt Lampl L enpn of Fume S=2o f, -f , +) 1931 Pot = o 1941 P t1=t t2-2 angential veloc ofImpelle atocdut = 60 * -Po Stscam " Po docblet velacrpotatialf os 2) oler Fsyule roase Neck Stopcock watix Melr| a) Cuve'iesictane Loss d-Tiactivefore 22) Inineration- des suction of Patmogeruc bactyia. (T-TcoSAK) 132) Plat beacing Test locd incveasd 23) Lip1e Socla froessre carbonation Yeq PH ) note lood/, secorlul at 0125 m Ishess 2 3Point soblem methodS k-PAa)25m O Gaphiud method (Bessel Mehd) 2Lehan's Yule (Trial 2 exros method ost accurau l quckest) 3) mechani cal memo d Anatytial » 39) Takeoff aistance = 1-15 Lijtoffditane LoD) (ToD) Dirct nerchange Ramp_ Gyeo mehio mssutHom D if Ti 2s Auxillay slation Yo. 2 Ppint Paoblem. means divevgingto vight mex gi cm Aignt 2 o c in feet fr acoa Levelig o05M 90 parkin for prinipal Bendhmask fovextugive Gavy){3) my. no of vehide Divexsbn had wo{K Contsol) fto od 34)T beam effkctive only in siy BM eu la wau Cmseq ulato 37) fn Landinm (nse - ai«aft ches Stop Supply n dickiwBmy cithun60.)of landing disane
- 51. Dauy-26 T The PoinB+ By Dhjanpal 42)typeof shilt Stand byequipTneit 112 38) Bump Indicatoy =630 (IRI) lo . Sinole Suf TRI tynatimal Roughvess 20 Index. Doube Shi tosqood Pavem ont unevene s Ind1y 30. 1han Iso mm m Tripple shf Shoud be less 43) Pesfeet elachic Isoo q00 d soo-2Soo Safisfacony deal Plastic 2So0-3So0 Bad (Pavemul) 7 3s00 Uncon futable P44) EaythquaKe Very Important) PCU bmple wiout riex Infil) cycle with Gsict Infill 05 t = 0:075h Steet t O-085 h Rcc motoy cyele Scwoty |t O0gh Passengey Cas Auto yikshaud u) Cementqade TS Code Pickup (oP) 33 269 5 Agricwltue tsatkor 43 812 Light Commescial vehice 53 2269 Cycle icKshaw Lon SponCancret bsdge reshes boxsisdesg Pashial 9Competu elimation od foim wast esrocamn Tyock Bus HOSeCast Tru Tau ler sacrr aley 7u8) SodimBen2odt Cosvosion 4.5 749) Sdng The Pocess of bepes& accoral Bul ock Catt Yneasue ment oconmet inrsdient jos unijoyma'y Cep gseatr onturve man on 4Ppodhion 2 YKa angent alun ack. 75o Depth of Tension (ack Lrenb in naw Kail is mote han hat in old tailg 7s) Acodtd Comet psoduced byaddihm o (LPathlenph) Powdese AlumnvnM ildstee (24 52) Min tusning rodius HYSDtol4def-ym 44 eut nun Seigb ajet(4 in both Ca.
- 52. F53The en alomns o coluumn splice is66) 2Prqlest fo Line of collimahim machinod fos basing omplel eo mendod location Column splíce Then 61)1ot Turidty tLnoAlkalinty Peuent Al(oH)2 atheigd of 25h) dotltres lowel Melahuely not affect mom Coapo lant addid MighTusliaibh +Htih Alkaluit, | 54) mast suilabe slone fos pies =(msanu 755) M. 768) Sonosope delert lsakage in Ppe TAna Semurigid 69)Tapred ftoruletian Mstefetive iin2. igid A e x i b e C= 23+ 0-00155 S fleible 756) Aiscicdaton+PrivanyLavere Dos C Tsic +23 0-0015s JR wts logged aías 4 Infilbd pSo (Lottyfoómuh) (Pile faumdatim) fo Eare tad Lanch Dsict 7) Min height Plinth 1) HasdYodk TunneligMethd 4-5 m Min. Atpth of Compase sdyAcrukunt Palasn Remdial Meacuse foundahon fos S0 Cm 72) Collicisa diogtam Gesidevtial Buildinq Runway hrehdld> 6m)Aron Yununy end 59 Simpsng Mdhod (riomoidad Mehud) Tyape2oidalMen (Ed ata mehhol) ebotBarn Postin onetu matonany avity dam epped Prekender planningTo (ollectspifications 61 Sephic tan BoD = lo0-200 mg|tt Keacw-> To nerease Sheay stocnath dam dose demand +Yesidualdhsone 1)rol mixing Loth dikancefsombouad 63) Topical Cima Zone ox1n PonM 2eso at pipe all) 76)e06kolbidity EXrmple Ganty gisder design tos Vexy Loo Shalloco fon datim v Larral lood ongitudnal lood VImpactefect fatgus 8ut not tos Moving lood V LoCO macs ComcYet ghtonesetu sectiom edun heavy Yeintosted Sechin =30 toSo Tyench ii In Situ Pilin y kiyk Tseme craleli Inampli OM Aiek}1on fns mvntian st melyne tsómers 8 220n
- 53. Day-23 To Te Pint By Dhyanpal Ciscolation dirnension = T-J 9t) Sinting af Intivmsdiau Suppot Continuous bam men Sme as Kinematic vistoSi Same aS duscharge Peruni t cwldh (t) BMat (erte 78) Laminar ftoo (platu) 3) fote boy em at mst J 2) 3Hie peabolic arch Junction of pocwex channel 4 Penstock Absolst t+) ve May -0-211L = L 3+J eM due to Single 78o Cavitation ocures at load Mabs= o.0362 L O Tnlet o denf Tube 2)exit of TeactionTurbine (3) Impeller íntet beditu (-May eM 0 25L Tangentiol oas Turbine P8y Impole Turbine e lHoan Turbine) 71) Tn eaLe in Cable dip due -to se in Temp. Cshen at Inlek of Tuabine EE= Total eney 182) c = Hatm Hvap -Height of draftuke 79) Laitane in ConcetDueto oves vi bration Coel p ashcle setHled ssum sises to Top Worting hend Thoma's CavAtatim tatloff. s5) at onex egichBond e gueen clost (78 Shear stsess in Tyrboletlxo s6) 1S Soil chssificatiom syclu 8 groups) (Hucuation ofvelocty m diedion of Ho) based m USCS 8uLeakyaqui fer > Astsian qudaa agule Coaxega n Peat (histils spuc) Soil (Lo cwer2uppr bounds) 1S s0ups (8) (9) Fi fine-Nine Hne 78s)Laele ossin we 2 egulatoc Isaitoil 786) Section modulus>ISM ornent o aa finegsansoil dwided pto 3 ou Level Staff Least Count= 5 mm O Lo Plashe 3 5 798) Deod stsspe in Aam = 20 25. ( ntaynadiatu 35 LSo Ashphalt in cutback odntalt =8o-). C9 ig plachiy Pae) Inenst, Aurahon analy SIs j sherman t +b
- 54. 8o)mo- eqilibrm ecn 2 melnodofJoint (zxo ZF=o) F9 Aighge over supresselRerngulacer Y3) memad sethvm -1-84-eH3) 8) esh Seusage Alkaline (PH74) Septic savage Aidic max Lalrral deflectios of Gantay gide. 400 (Pn) MaclaukMelhedmetaddsingoars ntepting Trapbwhose sewerd 812)onet >(6-12) al6T 613 Indirect mesukement sstaloLit st mort waRethtiv (814 shans bort lin4 As pex 1s 800 '200+ muniapal gower osSakpt ohere soil posons &wam tablu mot nigm Pasaboic anber 2x22 NW 67E no Shax butlirg in (Go2) Temp. gbes in Anid Pavemouat duetodail, variaha inTemp web b am Succophbla toShearreli (819 Placic design oad facdos = 4 (DL+LL) ictimat sen duetoSemal 7676 Ba Asperkenedy;- siltHsonspvtgPocars V.°h| 816) UHimal Tencik stsain in Steel = O12-0:20 h e +op Soll of coatr degged Fich becorne Cousban'sMethod of bridpe desgn more alkalne f Infertile whn PH 79 ho 2 < SP4n 4- with (305) checK dam soil cmseYvatioy stsvauye 818) Hoizontal pipe Ngtubsk ) Adhcive ahesive each Ohead Loss alqebsic Sum element a Ciscoit = 2e xo 2 naod Loss = dop in pieàomehsic ha Algebric Sm o digharge dyamd ench eleenbyciscut 2e asomd t api lanyise Hyndechik nonCinveioa Soue onoLive 8 )071o ewes degreesalod Teduchion (O02 Km (s10) Min fori zovntal sporing mayaja.Si2 syel HoMinLl= 04joln Y bas dia. ve ld soo) as pey Is 87S Paxt 2, : 5 mmn Min vertial spacing oof slope Atceks Livelood Max bls barc Lo &o Sia mAx baYAia Provid 5 plan (820Latatsmal Tp Mot rovidal
- 55. Day-29 30) ophicol Squate To mepoint By DhyanPal basd ov doude teflecton) Horizn glacs pla(ed atangle o(20°) ndy q1asS feat high uqid limit () ugh iescibiliby 831) eVapos aioVM Fos md due to decomposuli) o plant /animal am psessufe CeolingProte 03.)Tpe1 Eavhen 22 unique Mohy circle UCS ype-2 outivony elainingwnll) (Aquehw unique effectiveMohY Circle e-3 masonory canre 2Brict wall m2 ihiukness 10m. awall Tuceness 833) Rodes Skip meihod widndskip|lo-2 82) plinhasea WC asea Room aveq (34) Fox Ingumerntrunwayayidn (min) = 3 oo m not Coustyas d avea) 83s) Besl paxting = 4s s) eleromical dia.of PumpingMaun is kas on Sum of Initia& operghomal cost (836) shere oidh ol cas parEing Spae les Then pafalel pat'ti n oidh of sbeel timi Sepnr ahion shen 8L tomesto Yest or go Pas ting best 34 Scoeepcoag ulati oM High Turbidity t+ Hn Altalini 838 qulatwal/ wye Tumout aduese Psessuse 9raduet (82) flosMe Yemoval Technique/ Method 839)TPR Tangting versig plungin O Actvatid CaybaM Telese po ai Yotude A) Lime 8 Vertial plane bonebone Cchardoal Achvatid Alumina No Singinq 8 in Host2ontal pane Nal gonda Tehnique (vSingLAB) (Aotatim ofTelestoPe) Trick sphedcalExess-SumofAngle-18o Lime u) GPs 24 Satklit avaiable leachiyto 8) lorde Adaihon Ho twobs 6x 4 Satelli |plane Ybitatplane nSi F Min 4 Satalit noaddfrd exatk lotsthom An allache lens (K=loo ( o) (842) meicchain 20 S mm Standard T e m p - 2 0 30 8 mm Co nvex Lens
- 56. (842) Dechl oxi nation B53) duration o onlydnsaph Sodiu nM Thiosulphau So2 Lmp Sdim Stphatt Rf (racking0ed due to pey amNalive Rod chape bacunla 8N) celfoim bactira dilferene tiin 8e. facotatve anaesobic as Second sy poll utan Time aaegConcetalion diaqsam sodhones HCHOz/ PAM/ pes/ Aid rmisT (&u6)Yectanqulas Sedimevtation dank Vs=G-1)Yuddco mm C6) Reulwny emay -( )* 8A TT-26 854) Sldge Thireni ng 4otal sludne voume Vmn 18(G-4)(3T3T#2 4o mm MCd coldy VS-418-1)d. (3rt 58 Pump Tusbine ) mm DN U H loo QD3N 7 mm P DS N3 PH3/2 Cancucin. Vs Vs d o ' l mm Ys SseamLines diverqe means sepavtim ofHd d = ol-mm VsSA dmm 060)Imp oondinq Yeservois. Tesxak of ttoco in seam in day senSa)s Less than deward (By7) Cirans Selimentahontank 86 Riuel ont Asconmption Vodume d2(o^oll 078SH)| O friction belweern plat Negettd Sto p O ShcaY sesS Unifom R) Rol seies sijn ive waM V (11) lbeaing shsess onifom Tensile ses vmifom 849) NCl o disinfection prope? ivel duse lod cqually. (8so 0gespillway Least suitid to arh dam. Aivet hde (enydeiel, bill up Aivet. (85 Activatzd Cot bon emave A Color adour Tast N62) Puspase of andhorbolf in calurmn bace O to esist Tencin fose ( At aG seinfovcement in Conret pedesa 952) OSD Calanlation Sloto veide Spesd V-16 Cmph spare neod cwoy S= 0.2V +6 T 45/a Yeniiorhme29ee
- 57. |lay- TThepink y Dhyanpal 7 Salin evese OsmoSI elechodialysis Yamed nnechon C&nneetion Ccannet thoulu lebcleat) ) 72) mehare develo p txplos+ve Tend enoy in waiy Seata Connectim. (84 879 Bap=(0D=o was woiy devoid o oM deal Pfacticod Somit Guyve CiYeUlas Paxabolic. Valley BoD To xic wagt wolur Square Cublc 0 Posabola Parabola Acclimatiatin Sndi Cemifuqual frsue inkodachiengpdl eccepy Vo 55my o64 kenedy) Tnnsition Gutve deal- spiral Mz (sHiol velocity rrio =Vaactualvdasty Veriticalvdoeit OTati of Centifugal accelexrtion =Cornsnt Y. mi (Va >vc)Stauring (8L6) Greamebic design m < (Vagve) SilHng IRC driver AIEYt hence feackim time not depend on mental condihion of 4uPr. v-V) ho Si ing no Stoug M-1 =11-1-2 toaxelSand ype ot keyb| Height above paveynent (MB 07-0 19-finer Sand Sindh Canal Mounhain lo Se basyiex (875 etdinam basel on kenedy Tay 0-5) 20 8) A Bassel Camber A continuoug uYVe desinno Canal dinusiou etne parakolic orelliphkeal. 876) Pesmuhenfully developad k9) CoD Trd 3y ony 0dueasoptiom Loss ¢ Yevet Leak 87 Amonia Very fie Shge otSune/secnt ) Prevent bant &om esasion process & vave actim (11) Provide scope fos fotuye 4pidenng shannt. 15 mgl) swage |Med oliny 8efose dewmpositiom of oM 879) Gete tile- Osepaatian 0sgani amonia (Albmmod) O 3 mal)| Che ) xeinfsscement Boli+KMno4 Pastial 4odmpged om (not fully 0xidisd the-Sulh6nicatid + Naphamnl recene at folly oxidisa oM (aldpoltionm) dhe-Phenddislphanie aeid witit (No (0) Drainaqe (v) Potedion & meishuyeBrover Nikat(N 45 yl) Potaium ydnxids
- 58. B9) 26-+R = Sto- 6S0 mm stais In Hxed ing consolttiom cell ony top Perperd vekial passingrdh Alturn in maon s sBane is Pesmitted to move . CouTse n Chain|ope 99Srooth coheeled avller GxanlarSoil fneumatic oller ting stone Techniaue Leis GILud up So Tongs (seo) Dry of ophMum Side 92 Gysaduol cajing of mooldA Brik Mose &wellins due to randa m ar ongevnnt Yenembe is MeceAny to pesmit shrinkage Shrinkage Less swellinge oithout (satk Shrimknge 83) Contvfrt se taintne a Ter 2aghi - Base o shipfooting-sugh| teel ab Vestical slab Cental Zone dactic ep(beloco footing ) esin as Continuous Slab 82) unonfined Shaarsbength= may(-e BM noas coumu t = 2 3 Size effect in plati lood Test ave osc imostant in comesionless tve T6 8 Pile qop Capa titmay ke less os Moe not-Cahtilevey Ret.wall till Sm heignt| han indivignl. mest sui 89M SPan 885) pile field method moe eliable 4an 6 Cul Vest Satic method o Calwat load) - 30 Minor baidge 30-23o Maos bsidge 86) Hansen e Snclination ot Iahe (9 Span eridge l20 Depth facter)echopefathor 9Scisclar beam Sectiom mose sbonge in sheay as Cam pase to setaguba e-24I4A) Ho o.5|M beam Corth Sqme CsasS Sectimal ateq 88 Stftlema SbNcwmask chayt cam also Uged Sand 4o mm fsalat clo outsids he,avea qlso. bSmm 0-65 mm Taft Sand clay 6S-loo m> Sand 25 m Difetio! Scti Cloy
- 59. Day-2 ToThepainteyDeyanpal 306) 9-o-75se r optimm tesut Variqnon Theorenm Law oMonerts bmaldephnof ontnoe20o-30 mer 9 BexnauliAppicable.sleady flotd of 9o8) Readily Avoilab moidre s.d ail Tdeal fluid along Shseam (ube woisns 909 Siltexcuder fiver bed ypseam ot head equlatot. PastTension ing USe 0Shsenetheing Concxe dam (919) Compesakili 2 Lnvolves Stage Piectessing Heliom 79asoline kerosine hlair 3) Cenchuctim of long spanbidges 9u)Mononum oiedin facdor) Turbulent Soo) udelines teeardig yieldLine Lamuna 33 20 OAl Fracude Seqment-planar 12) Musdhel utve Carwe at mcant effe Negative yield Jine form along he linec of tontinuous/fixud sppo 913)Ftdhad Beam USe wnan a beam o one mauria ged alone wouid equir 6He yied line form in the intanso quitt a laqe cis gions of slab and TexmnaBe at hne T ftitched Beam. Shsain coill e uneaY Slab boundry in Aitdh beam tnus max bending SeM dapend ob flonet = f" (eoondrycendiion) Upon Ne modu lus of elaau oMau Independ ot Pesmeabil Heal loSs (915) 3Hinge Parabolic hch at ment Snoold ke designed ovny trH) ho of ftos line 91 Stoain eneoymethod (an be fos no ofequupoteutialline Staic Indetrinatt shr. also 302) Hoo mass uu ve. >t A-h (Chonology ulue) (308) SavyofIndia Map H= u92 50000 (Tou Contaiy pespondicolar to aidge line. ghtn prnd TH00 XeduodvideYr-Jut(V 46 H=WL T500 624
- 60. Kanis Method based on Sltpe deflechion fise sesistamce mehod 8rict7 SBona laur Stone bidu +anausis ot Molti sloty bildng. Itative meMod. 92Tors(ane 0Hign Lifting and aood lorting radius 9) Befoxe Aphication ofextnal lood fose in HSP& Lt = proof Lond Can Le nsfallod inveny m ined arq. 32a Intrittt fillet el4 Less iftine Capauy Mdligtham Inta mtlet eth weld Mdile Caane Min [ Indirec Lap 4S May(4S, 4omm) 28 directcast o Matrrial tost |o Lalou Administeahue Cost Depred atiom o Lnsyrance rage equipmt 77 929 SofAstst advartages (2 point s ntcatlestute L-Inease natural period of vibation ofsto. 2- Lesse Stifmess of olormn as Cormpare to Stiffvpperflooc téatMeS 922) Design of Tonsion Member Anet in(%eace b 20-4-0 g3 for waictslab t Cratinuous endisneltm Then Tial glass Secton chosen 923 HorotoIncsease loond SBrength 51nol onn - luhen lood is astad Appa a O ShirupRs th inceased qa. Thon Ac= Asros- H$C steel artA ( ducod Spacing Colncet 932 weldingAduartages eld ing disad vantages u) se Hyh gade of steel 0 ot ofyoint t (duetonohae)nede (3 eliminatudrilling, n fitd di ffalt SKilad Manpacser VUse defovmaj ea Tncease over V Mechanial andhoraqe. Puning .Less labourtsquirdThuLs due Ho enviomat 9 atigat coneetim (3) High Pone to ratke Aaal for/ StapeTank e conomic. 924) Devel's Attrtion Test Dorry Haxdness Tst vnder falanne ship Smith Soluble Test Lasge hsiadualShes 4 S) enableto conn ect Cormplicat Shope disBstim ase develop in caelded coneehionM. 2s moduilus of elashidy ot oncet 6) coeldol coninection Mar depond on elastic pxoperty ot Aagregati and on amingnduhon. 7) shsstonckatia efket is also Less
- 61. -3 T.The poit By Dyanpo ( pelton franis aplan S33) Byick Depse 0-1 0s- Detu excess Silica brittle brick Teahan exess me Cauge bridu to melt f looses its shape ) Toick- HAM (s1) OH olyis mpex oM SimpleorM 93 High Alumira(emet(CA3abset) ST3-5-4h FST-5-5.Sh Acit fosmation Sofoble oM aretio aud 35) To avoid cavitation in (enhvitgal pump A bartur Aclogenic Hgh Suction Pressure Shicty Araeabic,methangMc Metha foomabin Zone of deqadation Alde dyes out, ish bntria a{l ile may Suvive , 401 0f Satuxaa Do avaslaba 1TYs) Acid Gevenontation 934) Alsemce of fe , Mn, Niti Bratpoint Acid egrefsi FIuE Chlovination uxve start fom orgin. Al ICali fesmentatin 30)Prameir Alkaliniy phenophteline Indicator Ymeh ane Jss mes Aciat Su6) Centrifvqal fump chasacieshc Blue litmus 1,1o phenanthyoline delicut lson effiueny (939 InputPoce Y pollstant Souxce Spm nasbage Lsning outputPoe Y So2 Combutsion ot ol 2 Coal Co Chorinahon seduuce 1ntomplet combastioo of fucll oil Amonia onBont, oM 9 BoD not dislve oyyge) 34) Supsadatiabatic lapse Ya (ELR7ALe) (N8) Coaqo lant mesh effective pH 6S- 8:3 Loopng Loftig ) fonigeging Slint Aitalie) Traping (949LealhesTarme Chzomim emta 41 goad focformation in)et-2 Moud t 9So on dividod lishuay toth 4 oY mose lanes Ine &ual OsD epiment(NIL) y2) Anaerobicpforess O Lecs ene1gy equutno wer nutient Yequira I51) Cambined SeoQe =Stsom +do mestic Sudge has more edge Tie ay n lbngttudinaljoimt Less biologica sudje. Rid Payement
- 62. (953 59) Tre of uilding Jpcd ravit-Pámary sldge Ai FlotohinmAspsdge Centeifighnkumeespare 6esheidd Sludge Thickeng tador shere no Bathoorn u i 30 atry (oBtronm) 4-5 Seuey Grases Detectos offire Aaysdhnol 4S HS Lead acetat Impsrgnáod Poer Rechosant CH4 Comchile 3as Endicatng tostel dayhoad 135 Lia Aqoy Amonua 180 Hotel Co2 Oxjgen de tiaery Indiatu HospitalCloobd)|(210 55 PIEV Theory Hocpita!(lopb ) esception .Time seq. for sensao ' seg. bj eye. /ear to e tsaremittdtabewn 4 Ringe Manthart To g ade denct of smoka Intellectism Time fo ndestondig Srushon daceate (ou due to on) dus PneurnCoruouc Ermotid line elapsed during emotimal Sentahion and dicturbances 6 Londfa ctoy = Avg lood overa testain pari 04 Peakld durim mat period Volitim Time Taken fox hinal Atin 62C1o0od Sol sa mpler outclde Cleasant 56) filatimwausTedmet Shold not emuch gaythan Incide deaana Tri SBE GT 63 e fsitim (O Mechanical Sbainig retent cla SUSpondo sold Sedimmtahi on 9647 vehide lig Part of Pit Cu) Biological actim omatsia SDrierin Vamish Yetadiy (v) Electodlyticchange disolenminetal+ 366) BAY chart Limitahion (95- +Hod O Lack of degsee sf detail. 5-6:S NHd, Oo fnfosmatim about Inturdupovdom aswell as about he proqress dHod w atiuil of Pmject 4 inabiti to veflect the ntrs tainty. NH+Hod honinat s&) BHH, (guthenlyvolue) solating/topluies 13/2 eFoxheott ling &anteoling ftouo atu
- 63. T Thepointey Dhyan pal Pitat tub dgnamicpresme (967) ftCemehods 8)hysaulic Jump Piesaxse dictsihutiam Casigliano hcosem(Method oflashu) s ydadctohic befne & afty jontp. 2) Shan errgy method B9Sk.atmprecseeMeay Loal atm.rsua atRg Leel. 3 claperods G)Momevr Theòro 98 Giual loo 6n rbin ed n Contimoy latam ahalysis) co)mn analogy Mehod Propelin e) (ued in igia fsame cih fixSuppsst) (gA)Kaplan (Adjustabe Vave) (Fixd vme) 968) Loose saturata SAndmestlyaffedd in dymamic lowcl ing ImpoteTuine TangehialflosTrebine 0 femcis1imklaxd floTxn wbine (mix fhow) J63) Monciacolar lar brcion Case (38) Pudopashi Paperpolp (PPP) T-T 2Amt ood Point unit Lond method derived omCasigliano Theo rem Tuxotopc Paper Tnk enamel TWse n ase concusteut neMce vnszd S. ZPYPSUm ubriant Rhopectic Dnles oftaftTue Cxit of xn.Turine 983 The Tond enoy ot rock st. to tolding inceats oh dupth. 2 Cavitationocamed at onfining prëssuge Sldig Facho Tenpeaure Ipeller Lolet / tontinui Melnbel RA of appli tim s shsess 313) standotd Siep method Cin aV9 trref meho 98u Digenesis-(chemucal changes mineal fson nelype1noihey yPe 6-9,-3,)stot Len of Tunmp 98s) MAFIC Mine_: sih in Fe, Ma (375) z Vedge Stosane t)ve durv9 phase 1Sing phase Ex T (Ba Poo) 8iolit (Amphikole Usew iamHazuwjarmole (P) PJfoxene (0) oivine 3+4 watedistoisrt netuol PesSNSC
- 64. 6) Gla zigo cloy product Clc dist. blw btn by itxosingNacl in ilnTep.1200-1300c) S mn Tsansvexse distant of Gala 2ig ) Poviting(8losg srtae) Impsove apptaíance) 393) 2) Polec memom am effect. Protect menfoom orvosion achon. L 84) Rauo bvicks sinks dusing arying 2port ratetexre 21 51) Aooyr Bildimg> Ue ksaight line. Ra boiks Wasp during usning Trid We dopeiation meth Gon) clay adad to covonet woailit 395 Miliy Ovganistian Line0gnisatan- g20 Clat slaking L Hydauicy| (93%3Tictness of Panel indoy 12to 5 mm oove Provided on underside of ft ime /ichime Coping 4o kep ain war cteor dwal Throatug pastering cotitwrching Hydauic ime foundai0n matMork .Saking equive moreme| (99s Sleur pitch Min-25 Makes Thun Paci wim Coaur Pos Jine -38 May-4-0 Calarsqellsatosey JGs n covdar Coble in Continus Sts Zesoedundant YX 0) Tndeganous eamboo (ane/pAlm aa / J ooo) Min prstsesina fose of sange a se brogenso ay pu Seess at tp bottom fibre. Conifer GHAR| HTEPine ool) Ppesk oein Mananeti) CCoftTes)| deidu ous CHadrteea that Poptax (chinar TeakmManaqoni High dhemical Stabiiy Low M Loc Capilly cmsBant ColomnGlice locotion -0:25 H 2- at Poit of Contaf lexuse Los vapo43 pe Ssu re Loc Susfact"Tevsim SH cky to wall (999) Batlon f= VC NS Smusd ble M VC NS oo Volaidi sha wthino Menbon n2.))
- 65. Day-33 T Tne Point By Dhyan pal| lolt Hady (ross Methad Useful for clase isuut 02 Polepointof mrsection of maoy prinipal plane 2 Minor. mot xefo for decd end SKm op) o12 SPT (Kes 0 msisbny ofCh 2) se lative density oH Sand o3 fsichim ixde adus=RSn ) Undran Choar shngth lo0seSand for cohesiveso) =o (-o) lo13) cheek sail Paovidsd tsmn drqres o arve norean ac Cevnsolidatia sieps /proce B 8 M to U Load beinq taken up loy Povetwau& Dainage ofwalir son pores of Sol Shsearn ine Stsak line pathline lood taken up by so anS (lol4) on in sBeady tioco ome loo 5 Cb Tect| ose csaur pre sie -2ro o5) Fo veloay field to evist in a Fluid costinm Velocdty Compont mst oby mass anLeyahon. in boin consolidatim shan slage) atend of mic Test |ttalstrog-efate Stsess 2 ol7) Co not a pe rmanant poll utant Cog Tessmite prodingAldsin lol8 SVT (Sludgevolome ndex) 5o-1So m oo4) inside to out side order rood SetHling Chnacrshe PI+h heasto0od Sapwood Cam bjumlaytr 7I50 Pooy Set tling cha ractuysbc lameBo ushrow th fnness Kk Lossinwt outuy bar aood ol9) cheoxygjonahin conshant (p) dpord (loo)Storne (Min. teff ofhardnesS)= 14 Oature ofwace Min lo ughnes fndox= 3 (2 Abiit o} oganism Utitize astt In Systam to Min Speaficqavity2 Comp Stength= A0o Mla Min ) Temple oa Min- Polornial enexoy Equlibrium methnd lo20akmstant tolo) 1 50 Munidp twasu fndushsial wagt w a 1420 R degree o f n v e 20m) m 3.
- 66. o21) chiCK's Lao o29) secsuse 4toco o . o ogansm detrayed in unt ime popotimal to Mo of oganicmemuni O Pre Ssuse aqedut 2 Presse Tunel 2 fistOYdes axn 3) foe Mains (3) Under seal Comditiom atu ilim Vasying om chicks Lac Deprees Pipe lo22) o otn of filamentous ( PoossetHing) 30) frec flo CmditionexsT O Canal/see o:3T e) flome o23) Hocto avoid Sudge Bu|King (3)9Yade aqueduet bc(264ays) Chlorinahion ofseumnsludge 9ndsTomel o3 Aeroloic Calabolism lo24 n Minororjucrmett "Tamgevnhia|Sseu is adyusted aft boh he platzdare cla mped. fnd psodct- Lo enesSy Stade Comnd (lo25)wharf levmit bexthing of vesset Catabolic xn od broked own toseace on*a. for Cargo tpekng o32) Sqent peak logasihm- to find lo26) leignt of measyremnt Vaiance Stoape coapaih rest vois. 27) Yemote Sensing Hori 2ontalangleMeasuremant eyTh eod oli (obtain Imae of ay grea over a fime Continuaus (2) dictortim of mati cs o Semcr Layro Image due to relatint - Me'not of xepehithon Melhad of xeutevaiom h n n acoxay loond LeastCoun les msuse at a statiom) lo28) Uhtesirable b dam sik fomarh0, beCause o neir gdogical Psesonie of sube matk, Porosil Pexmeakiti o344 expendicnhraxistharem only fos piane Lamina baly) ike Sqsaselamura (l35) Doos/Wimocoqlacs|SodaLime(qlacs Bssosiliat Rass Shale )Lats ite (3) Conglomexales Labs SedAm e n L gay osanameig
- 67. Day-34- T The Point e yamPal (1034) Span ( Min Deph of ealact -W- 2 esdh d S0nper hEN YVeyiedth Yegime didt (445@) 8G 20-25m M 1S- 20tm N Then Scauxdepth=O«4j43(4)3 o5) Led/a Ca bALicnlb Has rmfoll/nar2ord. othercoise Use :35 o51) Lead Lmpairs Hemogloin Syninesis ashulasy in thild sen and mauy Cause neusologia? ax Sraluy Aepth 2himes ofto6mvl a disoedet. (lo36) Cast Tson pipes foy wau Mains CLooyy ie) (052) Aesobr digocthon (lo37) Draft Tobe : must in TeactionTuybine disahuantage Convert Pessureorneioy AAantage KE o3 8 Liquid Lirmit Test 12mmcot /25 blots High oprgana Stallised Hms end psoluct/Mane Cnst fos Poeet Rosg a39) Rodary kiin 1300 -150o Temp. Locw Capitat Cost &easyoproian Redalad Pesfoimanca in cdd uwedher no expoSie Jaes (o4 CGiI ougatid Galvanised 1son Sheet No Meane difficolt to Spaung fo Then loool Capa decatrrSudge s Min. aS spaing. increasod load Gpci lo53) Electostatic preapitato Esp)_Anáersm Txx Iw af nis effiienay of EsP Dentsh a4/ incyeaged TU load Camay ll not inCsase to54) Auto matic valve check valve Pre ssusesele alue sel ease) o42) ed beam Tnecsy double TeinfoK sechion Air seuief valve o14 Sping opevales undey elasBic imit os9 Aea velociy Med disect metmod to Calcolale discrorge in ivexs o2) Zeoli method castly due to presence of Tson Mangnese O Segmovt codh f (i- Cdth o}sves Seymet diuhnge lot oftoat dichge 3 The dtiffexente oB velouy l45) Shoulder Coid th = Rood c wdthCas6 iageday ad h in adjacmt Segment 20. lo4) | Axs Siaral Coovection- Siqol Meight - Jnshromei Meight 206265| 56) aiaghed Managanont dish.H Tarpt & 1ruornt Stardasd Measnre of Mood o4 al in arsial phologtaph ero Auetonenen (os 7) R Rangadhi Commitu Resesvoir o Carnesa & qtond reliel. Srdimtäkou Scissos CsoSDVe |2obue +6Acou angu cossin
- 68. 66) Topo camisanePrelimiraay sycit majos Raut bastd on Osigid de sfinatiro stueu detuld Syey Veh -n 58 Pasking Index = Pas ing lood (o61) In o6tholndone Test Sale chlsoruns sesidual tre dsinking lalr yeloco celas Pasting opau Veh-hyN lo6o Pol hole o6& Avto matic| e nsding Raingpue De ksiooation of pavement lotally ye R lovngi hodinal idging due to Channelising of Wegninp loucket Tipping ys0oVing TsucK floating type RG Shoving SeNese Accelesaicn 1 a F ansvere Kigid defoxmaHos o69) By Gteatur floming he Carel widh of agueduct >Eeduod. ncreace ) Anicline ick Allahabad Vuveily (A- U) bend ypuwatdanvex upwad Lengt of Transhisn hling- Grsid Tson o7o) Tile dain Loyout Hetsing bone Jounges b-ed In keoping dsain ldex bed ocCue not fsonth draim) to cwasds Conave side oldey b-d lo7 n canal safey ladiers ase psovid on lbolh loanks aturtively at abot o62) Spsinkler Ioigaior TopoqanyIsselob Staggexed distance in stsaight Feache3 2) Land Soil excessively pecmealde 300 mee watir Table tigh ongiudiral fsidim V30kmph 40 Waur Starciy V8o kmp 062 cohen vdociy In(etes SDFA 072 (Lnitial Loss = nbraphian+ depressim Squwto othspple dune>at Ahidsnes Sutface o74 Rale of doirg wovt 7Powes 4 VelbaG *BAslope osdes Tick RBT/D lo75elashic collhsion e=1 helastie Cplashi) ollien Yeghitotim Rocky stageRouder Troush7 Delta tage Spinnig Top Concesvatiam of momento uJeGn 1age fads S=k(iI +(1-QR) momenum Kfoiage Timecoftiint 0S = f(q ) - lnns vese}voly 05 S S(La) J
- 69. 4080 sall = Min eff Day-35 T ThepoirtBy DhyanPal So dupend on suppst Cmdih Temporay stsuchuse (71:3m) o NBC ci&ulatian a a on ary Ha Scatelding Suppor wostng Platfosm inctuding stourcase 8m/dwellinguni Shos ing to soppost Unsafe shoudu duxing rpi 0 NBc Min nclinaim ofcampogn Sts poovidd ndexneath of an fxsig faundatido to maintain stablhty Repair/ ycneual of exisling bhim)683) Theony of failuye Arpinnin Horiztal 5 20) Criveibs RanKine/ Lame's Max Poicipal stoecs May Priripot Stoain Radesing dering Plaskving on ecmalexposed Surfare St. Vorants Protective Coating wall fxposd tp of Coping ,Placad on o prewent uy Shear Sses Grucet Tsestacouhmb Haighl Bel hzrni may shoain n ergy distaotosm thtoy Seepoge of wald Von mis Pointina oprration of saking out o rmeomy OR4 plane.sertion semains plane Mennc Joint fo Then filliny (1:3) 3 mm ( 1o 2omm deh) wi tM Sand MostaY Stoess Cdistane tsomNA) displamnt o ) Head Jamb (vestical DoorfsaMe stoain ) Component hat forms Side o doos fsarme) COF Cayoufatr The expased vexial Susface IeFH Reveal Sides ofan opening afts tha (erttme door window foavme has ben a Jamb) fted into me Ppo Stion osnamema mould ing oond the Coall of Tom belos ceiling Cosnice lo6) Expansive Soi LL PL SL volometric Shinkaye Projects out of wal S a yPe ozacket Cocight and at Cocbel TBck SSB wth 2 Poi nt load to Cay vol-simg DurmpTrk Afu Lime stablisation LL PL eqvipmnt Ctawlex sactos exCAatiy clampshel floculation of cloay engthoy 2quipman SCrapp (lesdsts a*2 Ion Raryticle uch Yeplaces Nat (0 Make Solmoe lo78 Veolitol joinBs in Alernati Coaale Shodd be toCulälud long Same eaperd HCalinachoold be done on y neadtr)
- 70. (o92) (-ve Skin toidhon om celtlommt at Rofoyotoy Samplessatuyat Sand and othey So more Anm pile Sof &aweh soi 93) Coeral seq uirement of Aata ti mahin fovndatiom Pistn Sampley fr All Soil navin Some onecim opendziveThn Gaalnd Tube Savtpus loading dingvam 2opercing sped omaane Repraontalhe Soil Sample equiferd fos o88) undistairb soil ) une diagvam SA nple quusad fos naure o soil iks staBic Phyamic Propeiy Toik Pex mabiliy Consolidathim SheaxshsennPaama|SspeuficgKaik P Patide Si2a c Consistnigyimit lo34) Minpweiteria plating antret waus in oinfoscerneunt plaoment Dusil (lo89 rnay spacing (ètróa Crack uidth cotebl PCC (S 456 2000) xposuse Cmdithn/CaiRY|9sde May wc Min K3) Cement Min loaswhy Roundsd bat sf steol Ud al eimfos cerment mild Obo7 220 Reason t psodutes Lecs SoAs 30 modralu MIS 240 Cmentsation). CeveNe / M20 oo 2S0 1o96 Tem VenyCetht M20 oug 260 N M25 4 280 +30 Gtsem o5) sidetace seinfsco OProvide to Contrell CYacking due to Tormp. Shsinkage 2 D=o Thon mentetatt P) )Emprove vesistane to Jatin? buctlma web. to make it fix. o98) Deflection of Beam Incsnses Lwhen uyMer Steelqxade ngh /more Tensioveinfsemermt PL Providsd, Thick uindey (Lams Thcom) 1 099) In cloy,Suschoagerddrd So that top Tnsle SgidaPreuw Hoop shes maxut Lnnera) woug Stóess heomes 20604-2C (+A) Cornp->outsidsfreuw SKa Kadial ghossnsidepasgure>M ak nner always mpressi autstda prosm ax otido mglt 20No
- 71. o7) ilh BorkInfh t-O.09 Jd Day-36 TTne point By Dhan pal Sof+ ex hcme Soft tbhu ick.Infill RCc |t-o-01574 Sheel t0-08s omal 60 1o9VeA avg ki kokitl Ki <o-Li+ ki o8Liti 1kit2 +i43 3 ) (11-15) (R =1ts5)(Rtaul) Tsick M VT(AAadt) when tme o'l sec Then An= 21 200 1So 120 2 3 4 Zon s Ssegularity 200 . Veyhcal i gulai 50 s) Znefats Olo Jolb O,2 ogsin Lsqotorithl20. 12) Vi- Vex wh wi Tlo2) Min Thictness o Shoayconll = ISo mm o n K max velocatn -Aw max aCceleration= Aw nd lbeas(ng » = 200 mm dynamic melo of Aralusis of Rashguale selavluldinq rrepolaui lding ua |- 2Jkm damprigtig= (um) Zre 2,3 790 ovey Aomped l1 nder danpd ne 4,5 o v e g d h m p - t o C y b a i t y c a n m p 14) :fheigd >i9 t 7onel3,1,5) 4) Easthquakesesictance ops shou e Splice Then du ctile detauling most Lengh at los Ca'hauake resistant BJlding Min-- M25 Psovidod ovey entive Min fe 415 SpaungISomra lo6) ve 1oad Live Lood Crriidin 11s) Eashquake 2S (Ast)min-024] 73
- 72. 126) Moanher palenf°(dominant disdhalg) 2 2) Gavit, dam Minor todre Ti Wis) matix - -2 Wave preuYe t ys fce 0 Silt 28 Convective pteapiBatjon O 2 plwasd movement of air was mer han Hc sunvoundm. Con vexawalur Sutate u8) Shut &Tie Madel Plain setion eman dept . highawaireuabrsatin. Plain not)valid . dup bnm / Bcacket| Corbels pileP directvesntn-(1-1) inee Retooads y V - (n+)S deerm V(2-)s int eae Ex g1nag discontinuahan1 Ertudd a)cshee plain setiom semains phne Va 0 ompressiom fend heoay 131)Salellt statin eccenic sation /flseshon 2 Tongim 73 i4ngulatim statiom Selectd dase to 4he main- Slalio Modificd Compressiom tield Thay tes avoi ding ituxsecdi om obstauchn 12 sheipfooing abCanupt The pressu e bulb ofntcit-29 nds 132) Toiang fatio Best angle =45° to a drpth of (1-s8) 12)prinipal stsess cho= o LBest in hilly area PuotPvot sion_he dbse)vatim nst made but angles at slatin qe Uged in Tsianplahn Seue 122) Selilenat f Group o frichiom pile whn Compase ath Single ile l13) esection 2 pont Pooblow sequrt MorC abous han 3 Point p>tdomm >incses dh incae in Ho & pile3 22) meande Bet+Me 15oJq MEs) Priial rint The ordnogonal projection oPxspedive (oviu on atilkd photogsoaprh Mrander lengihM 53-61JQ| (1134 Tiançulatim sysum s quadilatsa ailus (124 Canal eSape Safe Value (anal him. mast Sortd t 2 soply affiual Theno ehae irigabees cumec Conal Caa)
- 73. pay3ThepoileyDkyantel 147) ist ovi 2ontal sthffner 134 Spead satho = hmConp &NA) om Top tang entialvelorat, 9 et) 29H ustumfcxeVrial velot Howsatio (4) - veloct at 1nle (148) Std. metidian 82 30 E ngtad Spout veloim o-15 0 30 east Geontorh, Timead anv,plate is longrt de plote) (138 Negative slip occuse d - Timu dm 0 delevi vi Þiple is small inLenylh LoCl MeanTime MT Diff oflongeds Suction pipe large (LMT) ne) Sped tigh (39 DoaFt Tube USd in veachoyTusbin foeast trest KE PsesswMs onth9Y 4 Hydvaulic acumvlaBoY 1 undes + i Ram meidim , east (l41) Batching matrial TnGsadient Tolexante = t3-/. Mem Place east o std m-eudiam LMT ana 142) Laitance Ye moved by aud ething Stetima Crmversiov Used m NumeucalS J 43)fresone dCommon Salt in sand lds to da fee hY 25024yhy Cososiovn m senfo rement mun mun s Sec Sec Sany bsaung fundion (1) Sifkn the sru cure atsally. 0 equatoy atitudeLint) (11) To matain a edang ular cl 23 N Tropic Cancer 231s Tsop Cap ric to Conboll dvift TndialoCatiovt 84- 37S) atitdt 149) ¬lfeche aYea n ThYeadod porti a N N Stess aXea. only in Norhesn Hevusphene (1146) channel secti on ovex Top of a nty 9ae 49 co, Unufosm Laminad tloc To trease momont of inertia aloo t vevhcal anis So hot mavable haly LnsYomeriT incease in tatsal ucKlinq D shengn m Sum of Yeodsne m mucomeun SCyend.
- 74. i5) Geoid sufae The Susface of ca) The (e sign tor pae ssue grodiomt(f Zeso elevation avound arh , shidh is fud precsm ndicaus a decrease stuget imgulav &curved. goingt iecuan ho Cnd auay (ondition CYeales hazard Ping (i168) 1ron batbr ia inpi pe Cohen he Tunnel aligment Yun all hraug Tubesulosis Coi hin ne sutu ratid aquiler 161) SodaUm in waur meure batmiC absosptia Is3) Tsodlinical fold Allasial plane -nalel (162) The pexfosmance Asp intrms d Plane may be Veyhicol, Toclinsd) oganic mattey bevn oval dsperds On mass duration fox which me m robial is4 Cleaene of MivesalTemdony to Split etaind in ma glom lovg Certeun direchion yialding Smolh Sutaca. etaind in pam 154) 163)-. ye pass =Hardness decY:d xloo MiAsa Bx PnByL Channel Initia haràness BnLy-Bn-ey) Txanshom (300-260) r 4o 300 SS Mka dannel Tsansth on dn of oto (164) Brurtons CompassCombinattono S enstant ormpacs dnomelus |Y -V2 165 Set square S e t peYpendiauhs ines. 2 The Me =I5oJq m ML 5361 J& merdes 8ett (16 Sn Tavexse (lockwise Intuis angle = excudad angla eler leng th 67) ntsitlent alus Suppy is4) Calal qenerally unod chen 1 is in ermbankment CAnchape of o alux large tahen spply sitrts 2- Cuai psale to pollut (ontaminant Gabx is not available tor five tighhing O&D shuy sa) decne line 0Conneet mthal point l deshnahon. s ekth ho Tips in bolndirecthon Specifi speod ohydooTusbine Yepresemtative o its pesfssmana,. t desise donsit thlps {169) celly 332 (d decidg tuol nds af deciaa
- 75. Day-38The peivl ByDhyampal (179) Tata poentially avaiable q6amd waaY Uut Pavam elr estiendi maccuur Mugkhed ASP Hydsaulic residence ime 18) Epycown Lowes spsatany actdinte (nyit YomoVal Nevfioo sa diseace due to o, Sveen Channel Appärhvelod Tritkling Hy1saulic oadnp a ) NAQT (natianl ai qulib Sods) qanic o adine ra Pollutants 8(PM1o PM2.s No2 Time aea istaqtam (clark Molel) 1ndty 0-500 totodeyelop TOH Instaneoo Catugon U U72) Pescnsd aqufer Spetial case o Uhontind aquifer SeAe' bood Satishatany modesat Poar very Poo 4o1-00 ol-20 2ol- 300 0-50 SI-00 3o-4ro 1-3) Aq Tard lay1sand TCS 82) fabric i Tyic 391 pasticles da Ternp l0o-4gi nly Cenpaqe syiel fnsignihicant 189)In Eulayian metnod Velociky a(celegatm, I Actuual velociy of seepage V dens ave deccrbd at a point n Flore fidd (Vs) 84)Min. P resmre at summit) s maintaind V Appaent velocr ofseupaje - to avoid Caitalim (V-h dicharieVolod 2- To avoid discotinuy of tocg Q 175 (off oTeansmicibili 185)i Jiq cntained im fioating bely hen Length ofaqultr Covnpartmanl creaui Cornpreccion ohaqufer To Yaimmain Sability of vesel. U6 Sperific shaage - f xpancim walir etacentoc. hent 2 fo incrae Intmfinsd aquiler "hegiovrd caoluy (1&6 spiral casing unction T dishibu he to ovex pesifesy o Yunner Suh that hsane velouty e tipsocatin p. ces Ude peSCe Cnoon aCAsuSian Psescuxe Same all arovd 1178) caféyield of aquiler Vatu at ouh swolu Can be co-mdqon atnnect Caucing. lngUm decline. Piczometnc Stnte
- 76. 18) Achvi 4-7 (tishet) (Lowesi) Bolt Sheay dunfsam in doble choa Na Mont moxilonit Quartz 196) Deptho out focoed chavel 88 Bentup bar don't (onfine the (oncvei in | 0 depth of face tsorm which a shove Shany qion sextavatm näusiol is tooShalloro 189) Staircase Then oycle ime Thuc outpo oud esiehr Squave on hori 2ottal aYeq= u®|R2+T dph of face qsotir han min Yqured T2 to fi dipper tpst 9) longTesmpsojedTheCaptalise Amound Use. 191) Web plal Thickness min. 6mm (Paintzd) 197) utzit folidza Metamar phè Yok 8 rnn (not pautd) (92) x iGnt lond shotspan(<lom) (l98) dosboriticLimestore mbinohion Platt gisdexUeconowical Calaum Carbonat Magnesium Caooalk Bestspay Ca(o3)+ ivetd plat girder 5-30 CaYse Speafic gravi of agggat Cocldsd platu girde l 00 m (l3) Svneur spøing9 out into 2 past CAiomm CAlomm One past having f anolmeY 2 m ir Lenth 3may Leh. if Then twerebacke Methed PyGomeir 0menod Connerd n Pasaliel ar anqement nen ?(2)in - (s) I+Sin -Sind So K 61 +3 N k=SK 2 K2-5 12 axial stsesc Undisturb seush ve clay G-) Keq= k, +K, =Ss Pasallel) ncensh tloy Ymavldid Semcih Damppreaf Course claccification (3) Sboin (e-1) fach Ud in Conc relu (aquiemnut) (1202) Sernirigid Aigid mabrio 1) Casban Contout Low machic alpalt shclacs 0)Cilia sHol biem Cormbinatim of matirials/layer brit Cinuna Meet ine tone Plasticshet slatu 2 2