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A B O U T CE- T R AL " V A TE R ANn P O W ER R E S E A R C H S T A T I O

In the beghmiH" o/the 2 ( j I l J century. the need for small scale laboratory investigations to

~·tudythe tw in p fOb le :ms ofirrig(;ni()I:~ and d rai n- clg e was r ecogn is ed by th e Gov,erl:i-ment. The

Ceraral Water and Power R e , S ( ; ! ' C f I Y . : hStation (CWPR'S), Pune, as it £sknmvn today, was

established in 1916 by the then Bombay Presidency as a "Special lrrig(lliol'!' Cell" with a

limited mandate 10 modify irr,ig(lticn practice tomeet agricuitura! requirements. Reco "nisin"

its r ole in th e sY j :l :emca ic s tud y o f v ' ar ious phases of waterflow, i n c / t l , c / , i : n g f loods, the tnstinuio«

was taken over b) th e Government of India in 1 '936 . Due to considerable increase in its

activites wi th de»e l opme l1 :foj water resources proje 'Is, Ih e Research Station was ,hified to

Khadabl'alscl, alJOut16 km sowhwest of Pune with a larger camptls in 1925.

With {h e dawn of iruiepe.nde1we and launc h ing o !p lcnu 't ed de velopment of the nation's waul'

resources, CWPRS became the principal centralagency to' cater to the R&D needs ofprojects

in the fields o fw aterand energ y r e s o u r c e s development and water-borne transport. Today,

CWPR S , apart of the UnionM i'listr), o[Wcll ,er Resources, is one of theforemost organ isations

in the world in the field of hydraulics cmd'allied research. CWPRS provides specialised

se.n ices through physical and mathematical model studies in river trainingand floodcontrol,

hydraulic structures. harbours, coastal protection. foundation engineering, construction

materials, pumps and turbines, ship ,h) drodynamics, hydraulic de !;ign of bridges,

envtronmensalstudies, earti: sciences, tmd cooling water intakes. The studies conducted by

CWPRS a re able 10 PrQll. ide Ii 'dmulically sound and economically viable solutions to various

problems associated with projects on }'I"aterresources, energy an,( / water-borne transport

including coastal .a.nd h ar bo ur e n.~ iu ee rin g. CWP'RS also collaborates ~'Vi1hother

organisations like' WAPCOS and educational and research institutions to complement Us

acti vities: Thanks 1'0 the Government of India ~\'mcmci.al support, CWPRS has been able 1 ,0

keep pace w i1.l11 he ulp,td advancementsin hydr( lu l ic research. by wayQ/updating itsfacilitie«

and e xpe rtis e. As th e Regiom; l / Labo rato ryo f E SC AP since 1971. CWPRS has offered its

services to a number of projects in the neighbourhood as wen as countries in Middle East

and Ajr,i(:(l.

The current mandate of the i nsN tu tion encompasses undertaking specific research: studies

supported by necessary basic research to comprehensivety offer R & D support 1'0 a variety

o f p r o je ct s dealing with irrigation, po'W,erand water-borne transport; offering consultancy

and advisory services .to the eovemment wuhin the sphere o f its activities; .disseminating

expe rti se and l " esea rch finding s anwng Sl h ydmu lic n :secu"CitUll'ernity; eollaborat tng research

a ctiv itie s w ith v( lJ I" im ~ s institutions and carrying ou: trainins of researclt manpow .eJ :

Having completed ninety years of service, CWPJ?S reaffirms its motto "Service Through

Research" .(lU,d looksforward to be of cominued service to the Nation.



, - ~.. . . . -.' .. ' -

, IH Y D R O lO GY A N D .W A T E R R E S O U IR C E S A N A IL Y S ' I S· '.':.:. ". .. . . . . . ..... .... - .... :'.' .: . " '...

Hydro l l ogy ant'il Wat~r Rl!seu fees Analys ls

Laboralory ~ncleJlli1l.kes !'l~dies (eJ;.]lin~ In

h ' Y d l' c .l bg j ca~ mode I n n ! : ! 1 Willl'e~ y ie l~G l Io 1 I S 1 l e s S l m e n l ,

n o o d f O ' n l c a : s t i ' f l f l , desis:n ~oli)urlestimatiof1 and

' I :V<I f ter l~ijI~ i~ r rl G ni I tl n! '~gln d i\!1!illysis.

A Ii tE A ~ O F < ;S iPE C h l\ ILI ZA T ,IaN A N 10 M AJ (J it

- S T U l I) II I E S U I N i ( ) 'E l i t , .AK IEN

Hl ' j f qMtJ teO i l \o l l ~e :a1 S t u ) d i i e s

• H yd m la gJ 'fllf Mr)d'eJli:~: Nilirmad'~.God av a r i ,T ap i lR iv B r B -a si f ilS

• FJooil F U f l: l'C . 1 J .~ l in g I V V l l m ;'flg $pt~-Jl : T i l l p U .Godavari ilnd Mil han,iiI:d iRiver Basins:~ h tlll.!i~ O :I1 S u,e r F h e nnO iI rowe ' , P 'r oje ct .,m d

Tr (o l lD o n m

• ,p(~ble Ma,,, i lTIum flood , fsr im01,r 'Gn: ~il~d~arnva r~ In·~liri l . ,5,asaf. Omkare:_shwa r,

M , ah e s h w a J ! " . l i 3 a : r g j , Uk.1 l t , r~ .pov~n-VE~h l 'mg<ld

i1n{! La'hf lr inag' . Palla P r o ) er.' lS

,0 &.uei11e V ~ / l . J e A n ' o 1 t y s f . ! ' O (J~'I~!iJmfIIiU : ·Mi th i R,iLve~

BaSi l l "! ' ~Murn l : l i < l ~~ K~daJ]' '1l!:yhl,m r t aml l Nadu)

an,[llJi lI ' l' i l'! f B n 1 ' i i l r l R~iaf!lJ;' UngalJ ! 'ged BaS'I f ' ! : ! l

U'JW Flaw A 5 \ S e S : . : i f u e n r !~p~va.~ i. f ri s h n a -

VenAi'. M~fu<ll'iltd~, NOllflWliltWa'l ' ld " f . i i I : , p ] rive ts

'" WO lle r Y~~ lti S lu r /r e s ~ A imb~ ~'! P a M , T O IlP f a tG h ala ,N .. I 'm ; a;(Ie at Mm~i!~ka,W e III ng~C l nC~n'~(:)'~!l'!ent ' \ n a : . 1 ! 1 IINB MOl I1Q!oV i , le i r lJ, I~<I, f i -

Ti;rulna~a D e v < l t S l n , ; l n O l m ! l ' l A ! 'l a \1 l , U ( ;) p e l ' M < lh a n O l d i

B . 1 l i s i n r . , G o~ aw lr i a lA d i ts " lr ib Lll t< But eS "\ tK lr i!l hn a a l

Dhmm . Venn ; ! ~t r ( a t nh e r

~Gi l JUSe . -D i5C I i : t . l ~ e R.e laJiru~~hlp$~.ra l~m;wpuUiI,

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Kil l in.adj . N" lmnac l ~ <lrJir; jY~ln~'k!n~,R.~ve [$

" [j}:tJffi Bf~k. A~a l}f5fs : :Supa-Boml: ' l1alnahalJj~

KDdasi !i I t ~Kad rt ! tK lI lin ii ld lt L a k : ~ t 1 (Lakya-Hel lc l : ,

U k m D O '!m n : p i ) , Mall ' l l 'J l ir : t I i

( S o n n : k : h ) ~ i I 1 I dBililN ~

~.I~.'-.-\ . . . . . .

. . . . . , .

~ De v€ .\'l~ pm t:!'{ u o f DrgUa f i E t evaUoO/Te r rO l i nMiQrie$! k~~ l , D h t l ll ll ig i 1 l l n g J O l . B h ag ir"U ' ii O i nd

~.;Jile.rr CiLlC.~I~"Ile"nlS

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mav[)" Laharinag",F!lIia (l3hillSin:lilhit I~,ali.i!~

Ti1 lpOVBI . I1 and l :a pC l v "nN is h l' l: U~ lT I .d ( A .l al kl i a nd3),Uppe~~f' fd i l1 ' l !v ,<at iProject, l!fudreITII.ukh l ren O ~ t

C O I ' l1 P 1 l I " lY I U l t~ i. l1 1 A i u 1 : ' 1 1 ' na B a l l J x U e O i I I I l C INeyvemi

Mi l i lG is

I. R e f . ! . m J ( c f ! . . s M~M'Ill'(l1t a m J J tJedsJ,on S Q p p b J i !

System; Ma:ha,n,l Idi P r o l " i < i l \ s l ' 1 n a A t l : o , y n i l

IH~Q ia : ~inn Sc:he l ! ' l1 '~ C:h i ln~ba i AyaculDE " ve l~ pme nl Pw o je c l



- - = - d l HYID'ROLOcr AND WAT'ER RESOU_RCE~,.ANALY~I~ ._ - ,

'~~borato~ fJi,n.a~sls of PhY ! i < ko chem i ca~1

B i ,o io s iC a I l ? < u ; ; I m e l E ' f fi

~ iproJed~~:fi'ud led In clud e Sard~u Sar 'ova!J"Pil!lJshet.. ! (h i ! ida~o; l iS~( I , IBomrmaiF lha l1" U ~ja n I"

T lm g ra bh 2l:d ua a nd D ~m d eH iR :e sl'!r'I (o irs; Ennareand Ntahi m C re ~k ; T ro m ba v: God~vari,

I(al~fllad~,.K,r ishi i l l l a nd 'T il, ~ i R ~ \ I\ er s

I F AC ~ IL lI T I, II E SAN I [) EQU ~PME Nt

• Appl icaHofil So(-r!:wares such as lDRiSSI r

M IIKE l ~ , It W ~ 5, 'D W O PiE R.S PS S. 01 D G fR ~ ! ' 1 t J ,

o l h e l ' i n - h eu se d :e v elo ~ ~ d : ! i o f l i . \ ! V a f \ e 5

• A : ro m ic A b !io rpl 'to n SpeCIDf ( lPho l ( ) r f I ~ l e r ,F l ame

Pholomeler, BOD lncubator, UV-VIsihle

Spec t ~Q~hO~)Omelelr" 1n t !eg l r . . ted B athY l!! .e! tr icR e se rv o ir : 5e d im~nMliol'lSiU l rv ,~y:Sys~em.~C O 0

D'igeSl le :r , w,a~rQ~a lUy Monf low

•

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-

R IV E R E N IGmNIE IE IR IN 'G

T h e River Eng ine .e r ing L ab u ro il nq ! u P lG e r ta ke ~studies re-Ia 'led to Flood ConlroL HydrOiulk

A n iii lys is and PI'O~lyp~ Tesung o f S tru ctu re s,

Sed'jf1 '1:~rl lT rsnspert, f ll J~h i ng of Sed j m.~lmh r ou gnR ese rvo irs, S e d m em C o n tro l a n d E x JudOn

D .e vic €!s ,. D ~iS !1 'I o f ( .1 in a I s 1m t J C a n a l S tr uc tu re s, .

B r i dg e s , R i , V 6H l i ra .~nins a n d DlvI!H:! i~On,

Mi ' :>rp lmk)g icaI SturHes.

A R EA S Of S PE C IA U ZA TI 'ON

River Tra i n i n G

• Riv~i!'l r a in ing w orks H ~ ,e pUll'S a nd g ro yn e£ '

;) F lo o d B l fl ba l' li kmen l! sj g u iGd I ~< lJ f fh . ( bunds• I 3 a I l k ",n::de~tron works 1 1 k e r~\retf'l1lenls.

I)i~ching

Br i d g ~ s

'* t nc a u o n, o rl en ta tl en , a d e q u a Y ( i i i wa:lerway.

aff lu¥, sa lE deck l ra : ve ls .

, S~olJrlevel and eund ' lion tevet pr lO tec l ien

I I ' m e a s u r e s

• A ,p rctm te lla nl $lruC:lillre$' S u c h as I l~ icle b l . H ' ' 1 t i s ,

appr03ch I a ff lu x em b a nkm e nt

• M o~?h(ll~ y Itle xa m in e sta bilit y Qfrivti!r ca!: : . lw~e

I B ' i l r l l ' a : g , E i S , and W e i 'r lS ;

* ' l . i l Y O U I , rTelUOIliol ' l a n d w..U~,.., , 'ay, a ' f l l l l J x .

.. C rest l eYe l s . o f .:pillway ~nd l I nde rs , l u i c ;e~

• H yd r~ u r ic de s ig n pa rem e te rs ~ ve l ,O ,c l \ y .

dilldlilrge irU~n i 'l y / di~tr ibul ion

S ' l1 : h f !d l J . ~ e o f gone aperat i 'on

, D tsd ia rg iA g ca p a c ity and oe.iridenl Md l schs rgeA pp u rte n a n t wm b ~ g lD i c l e ! a p p r o a c h l i : i u l ' l d s ,

di l v ide w I I . .. b u tm lr n ts

R , i \ i ' ~ 1 r . Morph o l o gy

* L o n g ~ e r,m eh nges o r r iver p lan fmn r l' i ln d b edl eve ls

.. A na lys is o f rivet Ilood, distharges and wat :e(

l ev e l' 5 f o r I 'Dragperiod

l j 'etmil l l t IJl ' Lo~tiol l l l m l J i I " r a n d N~\ ' i 'Gf1tion

'I< Inde l1 t i i i c~ l i! ;m o f l o ca t ion by estrrnal l ing d pthsdu r i ng l e , w f lQ W s ,

• E sl im Ie aUng ari d d r ,e t J ig i ng r "@qu l re rne l il t'• M<n p hl)lil'ig ic ill st ud ie s.~ "Q a sse ss riiv er behaviour



- -

I!U V'ER ENG I N EEI!U NG

I l1 Ila ke S.tfu ctu re $ fb :r ~ te rS u pp l: r S ch -e m e sId tml i riea,i'ion o f S IJ hablc I GG i :I .l ~ on fmm

wp lO:shee t s , satel ~H ~ Im(lgerte~ i) nc l sl re

i jn$p~t : t itll'l

M i n imum nOWii" m ul '1l imu r n W ; ;I le r IC!2~te ls

1i f ' ! I~ke.s jU 1 1 ~ \ I ' e l~nd dr;;rwalle;tel'

~ Biln k 11~IiOlecHor:l wO'rks 011 up ' s [UHl.m tlnd

d own s l r 'f u' il fn

Stream Gau~ iw~a l' 1r l Se f il iime' nl S3 : I1 I' IR Il l l G

• C a ll ib l l ' i l t ; ign to f S i lug i ns si~eo f r~\1'er 'dl l ' l ! i : l1• ~ a~ i ng o f d ~ s c : h l : ! rg~' r n~$1 ;11f\l'H?!'II s~rrLl tu l '5

• Iy!e'a~r~numt of S ' « d ~ m!1lnll roru;0ntJJ~liol! @ f 1 I d

~r: i ' i : l lys is far s l . i , s p e n d e c i s e d i ' ! : ' l 1 e n t d i ! s t r i l ' l U r ion

• T r al \l s. m ~ !i lli 'io n ID£&eS,n wUlter ~(lrH]U~lor sy l \~ms

~nlt..en in cR ocservo iI1i

' * Est imalwf. l l1 i ofs..fdiment;J!l~(')n :~ rC lme: ! i . l~ l ' Id

Qpt im i ,z :a '~ iQ : i1f f it us ' h : h " J , ~ r d is~har l ) l !1 ! r du rati o n

~ l 1 ! c l f r c e q uel'l~y

" G 'H ~ r:eg ll IO lk li'l f0iP ef f tect~\ !ef t i l l ! .h inB,

• S e d ir !'1 e ,f 'l U ili nn ,0!5Se:5Sllrrent lhrQugJ, IremG~e

sel l ' l ls '~n'gl~hniqlJ~

S e d i ! ll e f: l t C ( J n t r :o ~ a tl d E 'J l: o J I ,! I~ io :nO e v iG e S

a, Sedim.e.nt settl in;g effidency of des! I t ing

(;hall'lber'lb~s~1

.' 5e'dimel'l ~ti3rryi ng e ap o u ;: [t y a n d effk:,aI:;Yof

H r u s h i j n g }j.Rl"lner!;

'* Ol: lt irf lu In df! !Sls ' i1 pf des i l l ing t hambE: iF 1 nreSfi)etl of si~e. shape, inlet and oUI'I~~

l r a n~ iH ,~ t 1 s

~ lt l lfo u t o f SBd i l ' f 1~n~ ~x.c lU! :5 l ion d ~ i C ~ 5 l i ike sat

e j~c l i r ) , rs le 'xc~u :de l 's

~ Optlimrzing wa t ! :l rw i ! ll Y , s i ll tevet s i .~and s~a~

Q f $ iH e~ lu~ ion arrongemefl ' t

F l @ i H I Roul t i l i l (g S ~u d i e s , ; , ~ ,i ~ e r 'S n .~ 1 r Kr is~ I1< l i

. J I M l d ~tllil~"N!'Iu ! ha

• C ub 3tJ ure C o : l1 I 'Ipu ta~ ie m • K n s i r

" l1 y d ra~ lic T , , ; l I Jns~~ ! i l ~i~ Wa, t e r C O A d . u c e i n gS y s ~ e l i 1 1 l Q I H 'yd~ '1Pn tje d 5 ~ f{ijIl1I1 P r a ll lJ p S a g a r ,

l iO \ ' ! I 'e r Sil~n.l. Ktlilinad i

'* ' Syst~m A:na.y~!t ' O l fWa~e,R ~ O U K e S = Cl I i r%a

b r u ; i ' l 1

• M o rph o lio ,g ,i i,e al Mod'ill Shldi'i!ri; G ;H " c ~ ~ .¥ > a m u n al Barak

~ R illA l{f R~ime Studies: i'Yam LJh31

.. :S,trilltifi~ ,F lows ; H ot W~ler ~,el';i! t .u l ,a '~~QIi !or

i ! ( a , ig a f !. fl ;l l d e a J r POWffif ':lrar~(t



IR ESER vOn t AND AP'PU R IIENAN f STRU CIU RES

T h i l abonuQry u nd ena R es s t)b ld j'e fo r e\ lo lv in~' e l f f i d e n l, e co n om ic " I Md s-.;I ie hy d raul if : d , e s ~ g i i ' l s

ef S p i ' l lW i l .y 5 r wafer c o M d uC liO f s yt em c S iliAd other

a p p u n nan t s t ruc tures s u ch < I S ' pl l lway p ro ile s~emu-g) ' d i ~~~pa'l.Ors.prnlution works. h i!gh head

ga t e s , s lu i ce s iii ri d o u tle ts. su rg e t tl in ~ i', t ur rnn e is ,pell$l'ock~and g i li ll er :i es . The s tu die s a re c errie dn u t wilh th e h e lp o f h y d ra u lle models.matnernat~cal mrn :l ~ ls a n d .mal 'ysts of the dm a .

ARE- AS O F ~ P I EC I ~UZA I ION

Sp iUways a n d fn erg ,y [} is ! l l ipah~rs'* Disd l i l i l rg i , ng caIp~dly a 'sef;smenl

; ; H y df Q c ly l1 l< lm j~ I SlF m 5w re s o n sp il ~w~'t~nde l l e r gy dissi 'paoor

• C av ild tlo n poteF l , l ia l '

. . O bn :rv a t io ns o f wa l ~ r rarof i les lo i ' ! ;g sp iUway

~ F 1 d e ne rg y c lI i~ : >i : tl i. lr

• S co ur clown ~ lre am o f e n f l J . ' d ' is ' i ip t lmr

• P iI. I I"g l! po d~ d eji iS I'l

A;pproach f l 'QW onditio,r ' IS

H ika :cy o r e n e re sy d o~ S . p O l .l O r

A e l1l,lian g ro ov es O n s :p i l lway 5ur fac

C on stru 1 10n srngE! flow ILQl ldUians

i I " I 'C I~ect i ( l ' l1 ~,rk F l~ f s pmW iil'1r~

As )es sm l1 ! il 'l il 0 f p r o te t y il le pei'foi"mli1lll't e

Pow'el l ' li f llr . . li t l: '! ; :Lnd T a_ l ll l: iu : e (bill'! n e '

Layou!, Lecar io f1 iIIfld dimensions ef i l f l l .akeand

wal r oond'udof system

F~QWcend i U Q n S i '1 t h ' e vk: i ' l ' Ilty af . ir 'Ua~11

. . . S ub me rg enc e fr.o m consicle.ral ionf> o f v o r~ ,

' fo r ,m l io n



R ES ER VO IIR A ND A PPU RT IE NA NT S lR UC TU R IE S

L.1Iy0L11 IILll.d aligl ' l [ ' l ' l~l I ' l t o f tai l I r i ! ! : r r e ch.a l ' lne l

F lo w e on d i l ioJl ls o l li l1 ~ velG)!i l ty di~il!lu t i : O r l i : 'I lefl~

t~ H rsea th.mnel

~ D r , 1 ! 1 1 lu b ~ .s l l !bn] f ,~rrgrt l 'H;;C:

~ F lush in g o~ l iea'ime'l i I{s in Ih e [a ii I m c e ch< l l r in~1

* Ri , .. ~ ; b l l nk 11Irot(2tt:ien wQ:rks

* W ~~er ca i ' ld : lL , l~ t :G) r sy5h1M'n~ a rid t ra ns le nt s

alf'lilllysisf'tlr wa~~r h i l i " ' marefiltfl

. .. . .~~~~~~~·~~11~~~,;,r;:.:m~u~

H e m ; : 1 l o ~ ';i!;~ i n u a k t ! i l. rt d lil i rsee i(; h a ' f 1ne l

rt're~ure along;~hel.L1nnels'

f Air W~ ll er ( 13 I1 1 .1 1 '! '1 1 1Iep~mlJ[iol'l<Ili~ 0 I 5 5 ~ s smenl

of nB~sHy o,f auriIl!nl

t Ei f I J~ I ' 1 : fY~ssjp<dil iol ' l iitlll,'le c lOW l i' lS t l ' eamend

~ F luw CO!'ldli[io'~lsnd \,\I<l:~e; ~e~~g In s'b~rge;:5. I l i< lf l! ! i i

Vel:itk'alr Rad ia l ~lIiId'Stmpl~t;,G3 t : e&

'* QvenaJ II 1 : ) 1 O l J t \ If fh ~ S,) tes~r i 'd I Q ~ . t t io n a falrvents

'I' O~~ rm l~01 t ic : ;m o~ hyd "0dyn1 imk l1 lpl l i f ! a n d

doWnll~jI~rO[1!~~1

I - Iy c lm d y n am i c p rl il -s su r. ~ s i 'J 'l id a 1 r rJ~i l lnd

~ F lo w candtlitilfHi in th a \rid 1 1 r r ty Q(. : ! ip i l lway ~te!>

~ P er1 :0m'N ~ A C ( {o O n '1 g e~ u ic e ~n1'~pi! ' tL g J f~ush~ns

!:if ~ediJi1'lerr~Li lFm l l ~h ~e~e rY ( JIT

" E aM lto q:rion p! .0len l ia I



-

COASTAL AND- OFiFSHORE I E N G I , N H R I NG- --

The l a bQ fB .lD: ry un d e' Ft it lk e slHdies . r po rts and harbollc c l e . v lupmer: i t .

( !O i !l $ I . • ~ ptdlOCltIOFJ aga]f ' ls l ( ! 1 " f ) . s : j C l n . d ' f t s i g n o f cO . 3 ,. li ;l i s tJ r u c: tu re - s, (QOis:~all

,p rocesses . l id . , I i nh !!t li . in li lk e n d C luettall t m s 1 0 ' 1 ' ~'lel"l11<1i/!1udear

POWE!'f p tlln l~ u sin g pl ,y rcal ii,S we l l as ma t h ema t i c a l rnodelll n g .t e _ c h i ' I ' i q u e s ,

A iREAS ( Jt F , SPEC IAL IZATION

I I ) i ew :e ' J~p . lm to f Purt , a n d lH l o i i J rb o u , r s

Op tim isa t io n o f harbo l j l r I layout in el"td in g lo ca tio n. I,~ '!)g th n d

a l ig f lmen ' t 0 1 breakw~'lers, f c 2 I i i , e g , b er th s , I ilp pr nf l c h r ha rm e ls . •tum io g

drchl l$ . , re~c.

ES'll in.Uran ef sHlatiol1lin lunboi . l l ' and navJ1; l I t ian crl1annel

O F H y drau lic d es 1lg no f po ri ~tructm-e5

~ H mout r eS lOn iU ' l c e a ft d respen e o f wsse I$

S h ip m a n o e u ve ri ng . 1ll00~i1l.I'ISam i m om in l8 r o r a s

,., D re dg in g, di~o[i!1 c l l 1d ~ nd by f l t lC l sS J i l J l g

~ S U I iii ' ry @ f tid~lln I: ts

S h . o i l " e l ~ n , e Cl l 'an,S:es.C O il ls : ll a l E f iO O i io .n a l ll ld f!lrot~cllJio:n

'* LiUoraJI~rlfl a nd s ho r - I: in e changes

. , . , E f fe ct o f h a r i J ' J ? I I J 'r d ~ v eio pm e l1 t o n b ~ ii lC h hehav lau r[t Design of s ll ore p ro t~ C 'l lt m works uch as .sellwa,n:i, gl 'oyn,es;

revelment i of fshore b U F U : l s , beac :h II ' lOli . lr i i ' hm en l

h ' lf1ev~Li ve mas t :<JJ !pro~e t ; l i j l ! l ! 1 l illP.thad!;

Training to 'tne sta'l goven'lmenl engineers i l i l vo[v .ed n coast ~

protection work !>

I ile sig n o f iW l lI 'i 't im e c StfudURlS

Des~ ign0 b~ kwa r ,a n t l c o a sta l prot~clio):'l!>~ru!U~

O ftign o f i n t ake an d OI;JI l faU s l . ruCM'eS

* " Stonn \ ' l i 'av ,e tn i nd i c i i 1$ t i ng f o r d e 'l e rm i n in g ej(l:reme W l ie c o n dit io n s-

S l am , Sl . I rg e an a l'lsisand delermiml l l ie:1' I of~{e gmdeelevation

c.oonng W i l it la l i ' S~n1S fo r IP,U 'wer P i l a n t s

" * The;nNII dispe1rsien for l ' oG l t ing in ta ke an d o u t f a d 1 1 structures flft h ~iM l' ll iaUn ud ea 'r POV t. 'e F p~o l jec ; t

F lo w psrte ras aro end th l. 'l ]nlake s ' l l 'uE luw,e

• h U lP.V .ii!,t i\'J~l2'tllnf~u~5o r enhanced hea t dlissip~tiol1 an~,pre.cooJing

s , ! s c b : 3 m s



--------------------------COASTAL AND OFFSHORE' ENGI'NHRJNG I

'Wa te r ' ~'Lndir 'Y ~l i td En \ i '~m l '! li !W ~ ta l lAspe( ls• E$1 im 3Jio ,n o r ~'tE!r Ci,l lal i lY ~aw01 :me~efS '

• D e . n s i 1 i . ~ l !: U 1 i~2111 ts ctUIl! ~Q'intetilclion 194!tWi'f: l .~I1i

Si ' l~ t fs~b l lme l 'u I '~c l 'e ! ' !a ~ , d f re s h \\t<'l,~r

'" Etlecl of rec i l ama l iG I l an hyclmdyllamk;s anc!

siltalien

r~ D 1sj l l~~31 a!'!ld c l ~s1Perskmof d :nBdgec l materia I, t

imjusiria ~ill1ld mUlliidpi'l1 ef~ ueftil:Sand oi ~~pin~

F; ! l l~d$tud les

• G oU ~cU on~ n d ~O!1~'Y$i!l ( f ie l d d at a fo r Will ves ,W~I~er ~11! 'V f l l l s r Guwmlrits,t-empefllllIJre, saiini;ty,

balhyn: le . t ry . Wa~lefqual iry. ~L ,spend~d oiIndbe~~sediments

i I · · . . ~ : ,. . .:J~ I:~~H.I!!I d , iii i !!i!' IIii !ll!' 0 •• a a I •• ~ r q I1 !iiiI '!!II .... iii

Eoiou_ 0 ~ 1 i;;! l1~_· • " ! . -. • ~II.E"II!":: L

,

lF AC IU l'l E S . I~J ' i J11} E QU I PM EN 1F $

i lal l i lOrri l l~:orits

• R a n d om -S f . l ' : ( I w a v,e fh ll 'n e s~ Ti:Om)(~,ml{2m,

90mX1~1 .5J r n

~ ~ LJ IO ' ! rw a v e W l u m e ! '

• S h O ! I row ba~ ins w i t h f a n d : o m W!Il.V~ g-enerat ion

. . W illve models Fi1I i 'POrts t lf"fdl f i g ~ ' 1 h 1 1 f < h~ l rbo l, J l r s

w~ lh r e g u l a : l i. ' \ I !, i< l v e ge . l~ e r a h :m .

Ijo T l d a l m€l,:JIi;!~5, fo r 1 ,T l .! II J o r/m1r lO r I ,, -O r l '$ ; w i ~ . 1 ' 1

a uo om lil ic tid e g~ne ra tP r s

S o : ftw~ ~' P a Jc ~ g: e~

'* o f f 5 h € J < ~ ' 2~oIlear S ! h o r u Wtlve transrorm~li()n

~ W O lV e : pene~r . ; l t iQnh~h . l : rOO : u r r s

• sh tp m; ;m®euv r . in g , sM p mel ie :ns < I 1 9 , ; d moo r l t l f i l

* T l dll l~ h yd('CK~yr 'hO ' lm~ i ,~s a n d ie,d~mll!lJ'll~t~C:r11'1

e s t l J ri J rl n e f ll 'l l c l (;;iZlaIS~a~ai~as

~ W <l:~ e!' q l , I ! I ] I , 1 it)!

'"' I IJm :~ nd d~inilll d s ho r~1 in l!' evo luUo l f l

R'emQ~:e i \>e' ils ing < l l l@ G I8



.: ... . .. . .

C OA ST A IL . ,A ND O F IF S HO RE E N G I : N E E R I N G.. .... . : . ~_. . ~ .

Fief ld l IEt tu1ipmel ll i ts'" P:rD pel~ eli' Type D'iJ1ecl ~eadins, In.~iu..I, S " " ~M

fi{'ecQrding and EI,~ctro-mdlgl1c~lic Cum1!nl'

Metar$; rV::ot .nl~icD()ppI er 'C~~ITef l lProiihu

* Wa v e R id~ r Bu o .~ , ~ r e ss .I J~ ( !Typ e W<Lwl ida !1JS~

• A ll(Om alic I II 'I '- s it !u T i de 'G i ll :! ~ l~ ' S

'i< DG r s, H i'I r lc lhel d GPS , Tolal ,S ~Ll l l iorn~Qlsto fn<1lh;

• 5 ; ;1 li 1i 'l ~ ly -T ~m r )e ra ru re ~Oep t hUn 1 l

G r , ; ib .sa!"l'l l~'lef!i, [ f - J lm i~oru i ' l lS~mp~e~

MA J :O :R S T lI,O llE S l INDfRJAKEr; . , j

P' !J l rU a l l1ld H i ' l li ' il l l'H I I I '. ! l

M a j o tr Por t s : K a n e ll! . . , M I . . I 'i ' li l b i li i T , r.1~har~~1

N ehru Po rt, M Q~m ug~Q . N ew M arrrg :a lo re ,

Coeh in . T 1 .1 l ic o r in , C h e f' I, n a I, E '!1 ne , re ,Vi :5~kh :ap<l: l na r1 ' l. P ,3rnd ip , H 9 i k i ia " ~, lk, ;u t :1!

~ M ec liun, i Min,mli ' P r n n s I F t i ~ l i ' l t t f 1 1 § lH O 'I lfh bU ~ :P :( }~ b an d O lr,M u ~ -D w .n :k ~ , M a n ~ m ~ , V e r . . v~ l,

] . amnag -<nr ,iP ip i l ivav , Ha z i ra , Reoo<l l ' ld l l , V'lrs()~l ,

R'aJ~ a~i,ri , Ka f \ v~ r , H on n ava r; Bh . n k ,'l ll , l 3 ey p o re ,

M t Ih e , MUIIIl<lll'lli<!r n , NeBr1I: : l< lk< l l fa . / 1 { z : h r k k O l J I ,Pun.dk;h~rryl Mizam:j1a ln8 l 'm" K:r ishn<lp,nn<lml,

Kilkin.u:la, POln E H . t 1 i t r , Rangal 8 : 2 1 1 ' . M~I~,

C l l m p h l ! ~ 1 1 1 1 B o l l y , H ut E l l a Y " Kalpen i , A t F I I , l l ' o r : I "

~l Iv t l i r .J lUi

~"~ l fmlw a V e Himk.mirngand ~afe GradefJirV1!!, i ioi l

~ R o r~ )e IJ :ld €)r.Dahe], T3,ap~ l r~ MLl l l nhaT, . Gntl,

: C o c h ~ n , K < l. k HB , . u s i a . V i s a k h , a p a 1 L l ' l' a m , l P a l l ' i l i t i i p .

:Ka.lpa~k~ml



---- ---. - .

C O A S T A L A N D ' O F F S H O R E 'E N G IN IE ,E R IN G '

O:esi:' ~fMari l rom~ 's , t l f ! !u:1~r>l }S

'* B.rr£'<1wa'~~,rl i ! ~I p Q . r b . ! 3 n d < : 1 f , Ve'ravll~, M u 1-

[h,·voi Irkt l, R " , ' H 1 I a , g i 1 ' 1 , K i l l rw , a r, t ' > J . e ' w M< l l 'i Iga t o re ,

TUl iomr i l ! ' ! , t lw ,nna i . V I ! i O l lk b p a ~ n .1 i Jn ' , P ~ ~ ~ d i p ,

P o n d h . 1 : l 1 e w r y , ~ . a k i , ! % ! d i l

E Red : ama l km b u n ~$ il l Pipa:vav. Chen l ' l ai

• Guid:e bunds ~! Varsol i, Old Mil l ' I igaJore ,

: I le ypor ,e. MunO l imbam

• Pro le cll io ll t o s u b m a rT l n ~ ~ i l P e l , 1 1 g e s .! It W o r lT ~~ <ln d ra , U ra n , 1 i ( 0 i k i n a O l i l

oj. Rel t r~b in r~ .1i0j 'J ,Or :bf\l'a~wal.er~<Jl Vjel l '< l l fa ll

P O . f b a m : l a l r , Ca lmpbeU B a y , H u t B a r

S h j ) ' n e l i n f . ! CihaJng~. , C ~ - l l s t a l Eirosion ' O I l n d :rrotl!di~rl~ ~ h ~ re li rII!eeVB ~u ati( )n at G o p a l I ; ) U r. C ~ ( Ii l in ,

K u c l E I n k u I . l ln, Kal P < ' J k k a m ~ M ~ l il g tJ ~me ,P ll In d p

• S l1!o 1I !w ~ lls t M ~m bai. P ,;iIrad ip. Prm d:i, ch ie rry .

M Ol,r;:lYiilnt ~leI P : a ' ' i , 1 ] n k u r . . . . . M a h t l I ' b a I i ip u r a m I

C hi iln di~ ur. T lth al, M ~)tl Dl \ I r l l i , Um.llrsadi,

1 : < : ~ .M l m b a , . A I ib illg . T hero nd a

• B anik pr~tec;~:ioRorks al A ilk~leshw..~

'* Gmy l n ~ ~ a t each in , Sh a n "qnJlf

"Q f ($h lO ; r r , ; : ~u rH; ! sqt L j , ( IM ia c l a , D a h l l l' ll iJ

• A r. t lT f id a l b e - : a r n nbur is i ' !men l s r R ..li E l , h a \ l ' o ' 3 J l~andU ' -l$ H i li m t i l in M~ l l r n hai

S , " I l n d b y p a S ' S l n g 1 1 ' [ V i S . 1 l k J i : a p < l i t n a f f l

~_alk~jlOl;litfa.l~S1ru:mi l i i res for POlW~1f 'l~mI~s

* ' Alom~E Pow er IPm j. ec ll ' 3'LT~nfpurlK~ld'lilII'~

k i L l I~ ,m , K ! l l l p a k ~ 8 r l ' l 1

T h ~ rlllt a] P 'o V ilis r pf()lj~c.lS i31l l J .1ht i I i IU . EnnC l : r e ,

N erlh M ad t7 I s

I E l l W v i l \ o : n l J l l t ~ n t . j l J 1 A s p o o t $ ,

S a J l i n i ' l y intrusi.(i lf ' i( a ll rhilikil l i 1 J ke

'. 'F ~ ~ water I ,ake al Port Bla"~r

' " lG I iS p O S i l l l 1 ( J I f d ~ dl'!e "C I m ate ria l a t Mt.milb~i.C~mpbe I IS l it

~ :all .:spi III at S ' i ' ~ k a

FO i l"ei,g! l l Assjprn.t1l ' 'I Is

• P 'Q rl d e v e l ' o p m e n t .d : " s i n ! 3 , O ' Jpore

• fnelF OO ;l1 filo wer PrQ [ec ts. tit T , u ! p o l , ~ t lL i ib y : ~ ) , P . ~ ~ i w

G o d . ! li l" ! , ! li ~ M C I ~ ~ 'Y s i1 B ) , P o r~ K la n g ~M1lIJaysi ' ! i l l



-

HYDRAUUC MA.CH ,IN ERY

Hy~ra l l l h : Mi l I f , :h i nery lab ora to ry ~ lJ u: le na k:e s, a lib ra llio n o f c lo se d c on d uil f lmv me te r s , t st s 011

p um p s 8n d hydlro-Imb lnes, verl fie t irm o f

h y d r il uH c : p ~ ri n fm m:e o r p ump in lake.<;. " h y d r t : ! u , l i c

de g i g n s cjf pumpi~ l g ( ; ' J S 1 "'tns.,

A,REASOF .5PIE(IAUl:AnON

lallorarorytulili'e5

• Gravimetric and IIolUlr'nelrk ' allbrauon of

11owmel , e r s ,

• Perlotm~m:e evaluation and tes for v I l l 'age

t 1uc lu< l lj ,on en ' l "Off iw,el l pumps• A ss.€$menJ 01 l1 ei! III l os s a c I"Q s !>iih e l f S

. ~ E v a I u a t i , c m (I f p ' e r f o l 1 l 1 1 i l 1 ne e o f v a h i'e s

• :P l.l lm p in g sy ste m design : Oplill'lisaLi91l and

w.let h am me r .. na,I 'Y~is

Pump ' ~ 1 .I1 11Po d el s !l ,Id ie ~ f or f low (!ondi l , io f i l

improvement

Filidd S fud i i e ,

Veriflcatten of h y c l i o i l l t l lc perfmmtilnce for

hydfO l ( I ' wer project asper lEe 41'~HI"'UliI! liol1s

~ H yc ll 'i l lu i l c ~e r re r.m; ;j l" ic e [I f p L U m p s an d l IJlrbi l l " l l l !$

.. F low meij:!iUrlm100[ and water t l ludhi1!1g

- -~,- - - ~

I:-,= ~

. ' -

FAC IUT IE S

Gf~ \ I , il lD ~1 ! i ri c F IQ \ t , I Me a s u r :ememr l

Orruii D s i r g l 1 : COR'arms to IS O 4185

M 1 J : l: in l U l l l 'l , 1 in e ' r s lZ l ! ! : 1C lO D m m NB

M axinW I'l '1 110w ra te : lOM lp s

Ull~aillty ; + 1 - 0.2 %

Grnv im lric syslem

T r a cea bili( y

: 100 ro rmes

: N a tio n a l Slp l1d , l l i i s

[~

~. . . . . . .-

V'o~ome,trk IF~l)wMeil!5Ur~me;nt

Maxif'i\lll1'1Iine size:2:00 rnrn N ~

M O lX irnum flo ra t : 1 a D I p s

U namaln lly : +/- 0. 3 %T ra ce a b ili ty : N a tio n a l S t In( iun: is

f'n~caH b ra~ ed ' tank : J 5 00 II i t - res

"I.

. . ../

,/

",

I ,,/

.-". . . . . ,

. . . . II I. . . . ,;, , . , • "

iii . . , " 'OJ itO ~ '1 : I i ',"

• •n

• •llII!iil!lillal ~I .1""~I""'CQl:i

Aurlllfflli' Illilitulirm Om'!'



I HYDRAULIC MACH INERY

l k i! f( l ~111P!. :! !TIp T es(s ~ OME. MAJU R sn u 1),1~

M a x im u ! ' I l l l ine s . i : ' l . : : e : 200 m m N O ;

51:;;]ndard

Ma _ xim um flo w rali ll:

MillXi'mlJ m hetlcl

: I I : S 9 1137 , 1 U 3 4 1 6 and 32 :5

; 1 0 0 1 : r , J ! i

: 5 ;, ( ) mw:(:

'* F I!!iIW m eb ~ r iCa,Hb!,,!'!!ti i0'!1; M S E B " leE,M ; ; \r ru f< lU u r ~ rs 2 l 1l 1dUse~s

", lH e a~ I 'Q l S 1 ; l < l f i' ! i' O . j ii 1 f i FU t ers ! O ! ll)k :1rn , Gu ja ~,I,

O t~ ill : l l F las h ["oinl,

'~Sl l lbJl i I1Ielu;i ibl l~ P~I !ml lp rei!ii'~!$: Ut t a r Pl1'lc leSlh

Irr!~ill i l i ln. 0~p,1IIFtm~nt.OI i " , s tnan Pl Jb~~~ He .1 l it Jh

E n g l ,r lo o : r I n g Depj ' ) rt l1l' l@'li It

.. P U lf np iil l1 lG S¥Uemlle:sian= DanKldar Valley

C(I I·por~ l " i iLYn. SWrq !1 j! 1dh !1 l. Ambb ra

' * rl l .!n~,p1~ t .1~~ Mod!!! I .S t l : l :db~s: Bi<epa l Ci ty Wa t e r

S 'upp ly . r ~ CA I R I U i '1, th i lhar, Ramguml, i l I l1 ' I ,

N ' ii II ~ h p ;; !J h < lk rl . T a k ~ lr i. M l f I. ;i i5 a l. P a i m , l~orbii.K§l 'Q

~ lF i:e ld $tud i:e ~ o :n Wat . ; : r Turb ines . . ; ~0:yrlf) Stage

1 . . . 1 I a n d IV . H h i fa', , Lo~ t .a ik " 5 .d ihd

Max i m ' tn 'm i n p 1 L t lF b~ f : 1 U lkW

1 " 1 2 5 1 \ u :~ i { ~ ; e I< I ll 'I ge :.3 0-5(10 V

:± 0.5%

lE Q U I P M E N lS

'* U I lt ro J i sal flt: and T m ib ine Iy p e Maslier F I ~w

M~~ers

10 0 Tonne IE llew a~ ili W e ig h B rid g e

~ H igh Re$(~ l l : Ia : tk :n1 !nl~e~

~ : 5 0 1 3 . a .rP r f f i " 'S u r e 1"r< lnooueers

~ P'm -ca ,1 ~orated Masi ter W e i , g h l li S

~ 80 B ~ r Da~ d w e T gill lester



I I H Y D i R A UUC INSfRUMENIATIION C E N . T R E I~--

Sdemlfic :anaI1ys[s of n, 't lil' si r Q r: .: "e 5S I 1' !5 i,n nature

01 " in th e I :a oo 'ra ro ry u ae r simuia~ecl ( :Qnd i t j ,~ f ls ,

re qu ife s o b~ IV. t ion of ,arrous l i9a t l 'o lme le • The

InSlrumenUl.liQI'I " n d Control EAgh'l' e,ring

La bo m [Q ry is respf)nsible f or p ro v id ing isrn.! f f ie 'nl 'S

fpr 1"msu,r#merll ' u i f v.n'iou h¥draul ic p<l ramelerS" ,data actjL.lf~mGn, <u 'Ia ly !; ,i :; nd conue l :i<y:;l~ms.

• Dllve lo pm en l o f t ra n sd u c er s, instnlm!l i ' i1I'to1ltjon.

measurernen l and ca l l 1mu i cH1 sy stem •

ctl lnpUlel ' based imu,laLion liys~rns, 'm u 1 1 . 1 -

ch rIriel dam i 111C!qu is i i l ' i o l ' l ,n,lly I i : : ; nd con t ro l l

5Y~wm:! ire i l " hy d r uli m o de:1 stud ies;

f D ' ~V f l l @iflmel'lI' of custom-bu] It sufl wa F~

pac k .1 lg ~ , f o r d ii ll l: a t 1 l1 1 t lj y S l H i. , f I £lW v i! Su " I i tz i l it iOW 1 f r

gJ 'aphlcs , M o l Il ' a ;g eme ru I lf Ir urmaU on ~ y s ~ rn

• P ro v id e e o l1S Lll ian se ~ \I ' i( je s D .nth e a re as o f

h yd l " 9 l ~ska l n~tw r : k s , d.u" , r:ommLll1h:ahof'l

ne tw o rks , and d am ins:lrumenl(l l , .r ,OIl

F ie ld d ata co lle lj'Mu f wate r l eve l , 'VlE ' locl \y.wave fm i,S t l l t i in d pe rio d , le m pe ll l tu i'e . S litlily,

deplh o J w a te r and .ma IY5 i ~ th e ef ' l f

F A C I I U T I I E § AND EQ U I I P ~ E N T

GOl f ' lpu ' t e r b i £ l s e d on l i ne a 1 . n e l m al- l im e c l~ ta

,H : :qu is i l l o11 and o l"1H o l, data analysrs and

presentalien s¥~ne lT l l

• Compuler controilled hydrflgr ..p J~ and H-Q

nawac te l ' i s t i ou ; imu l l l i o l ' 1 sy tem fo r rive r < In c!

C 1 1 I ' 1 , 1 I mQdel ' i i

51uj, e . g,ill' 01 1 raj ion i rnularien and

me a s ur ~m i: 'P 1 t ? ¥ sl ,em

* M u lt lc ha lf ln e l dY I '! !l i" l1 1 cI)rt Uf~ mC!flSlUINi!:menl

a n d an3IyS i i~ys : i te l ' t l

• A pmd5lof'l werkshop f 'l rov ic ll 'l lp : S cup p on in'

des ign and f~b'ri, ;;tion o f mors all 'l l: i lI:onll'Oi

Y~ l ' 1'tI5

LAB OR AT 'Og ,y I NS ,lR UM EN fS

~e loc i ty : : PrQpeHen: : : t l r l l ' re f l lme l ie r a to 5 ;Omm s tz ~

5 , to 1 0 0 ~m s 1 :s ~ c rU t t 'l ~ e i1 % au ul rac:y

f l o w d i re t l io" ,~Se l f a i l i g n H 1 ! 1 1 VO ln l i ! w i lt i h t 1 J i g i [ ; ; i d

n c o d e r

Wa l e ] : leve l l : w:a r e r s u r t a l E : e ~ a l!o w e r. r ai: lg e u pr o

50 e m , a cc ura cy 0.2 rn m

Waler T~mpli!rall!lII"e: Mulll,i hannel, dtract

indj~tinlllog~h.gsys tem. :5~ 1045° C 1 ' I ICt :L! , c o y....50 in C

Wave ' h e i g l l k l s I S l in rg e .:M l J lU c h am lE l ~ u ni ts , 5 0 em '

rrn'l .g,e. 1 mrn r c eso~ l I l. i( !l n ,5 H " , rmql tueniZyresponse

Curn(;l~lIerI on'L~tJlled- I ' \ . IQ-h ydlr ii l lJH c ~and m

Se i l W ave G en e r a t ion : " I tem s iOTwav~ f 1 ume s

an d b C l s i n

• C ompu te r I ba s ed , t :' le c ll '( ,l -~ t )f \l9 t id e : g ,tmLl !' ra t io n

~YS l em~ fG r t id~1 mode l s



: HVDRAUliIC ~NSTRUMENI AnON CENTRE_ - -

5h ip moUons : M O l I J e m e n u ; o f 5 1 : l T p r ri Gd l!' ~ s in s tr >:clg8n: l13S ( 7 ) : F "~omPlr£"~Mlr',e; r~,e~or~~i:!iliv'~ I Pleze e. l leclr rc Iel i !p a d t O l l l " l o o l l l 'a!f1sclu(ers. fiilnge 0 ro 1 Om af W:~J~T

co l i umn

Sa l [n i t y ; C0'i1dklC~Tvi ty p rpb~ . ~Ilge O.!i to ~{lpp l

'llisp la Qlm m l:: F ib re ' e pn ic probes f 'Grmeastl ! )&ment

o : r sm « 11 1d lsp l;a (em e m~ , lV lJl5;. ra lrliy eO l ' G J 2 15mm .

I F o : R : : e a . n m t bend i l ll l G m o m e l l 1 l: O,Hitbm bu iI lL:sl~ea:r

be-:am ~Y I ~ s lr il rf !l 8 : alU g e b reJe l , t 9 l 1 1 ~ c l l i , j c e J ' $ , f ,an~eUp lO 5000 N .

8 ed P ' 1 I 1 ' i ~ U 6 ; PC b ~S1 l: dm : h ;)Q la bl e I OOd Ilm fi le r

~Q t rd e pt l1 i5 u p tm

0 .5

1 1 ' .a c ; : c u t 1 1 I ! t Y

1I n ' l m

E Q I J I II P M 'E N i f F~ I F I 16 1 1 1 D MEAS 'i JR FMJEN lS ;

O ® e i l l i\ 1 W~ l ; I e . , t i n e ! ClIoIrrnnl mCl! l r ,c l i r~gi ! iY l ; l tem5

~ T i'de gaug ,e :s

~ S :~d~ e l l : n s"lfflplem

S i l l I fn ity / t empeJFa lU n le I d~p~ h m il!asu W i1 1 , g

syf>l l i l rm

'* Htd'ro&mphi : ts_u! ,¥ey f>ys l~mw ~ lh G Ps, pdslhon\ ' i } i i r :1gs? fs temal1~ ' , aduisounder fo r milr ine!

r hJer in~ SU: fV l r .ey~

'* Water ~'e~inalLor:der

~ · R i~ S 'a ~ l r W a ""e he~t~~' e€orc l i f l! g ~ y s t e l ' !l :' l!

• lS !h ~P m olkm .!I.~ d rrro o~ Tng io ll'.G e meaSU~E'mel'lil.

a l l' l d < I 1 1 i' l d Y ! i .i s sylitl'lm

~ Q 'i$,h oil l1 ~ me~$ltlremtmt j'n d o ~ o o c~ndL,l'i'ls·

~ T e '6,~ al'll'~ t ' :c - .aHhraLion synem fo r d~ln

ins trumel1 l taJUal i l



F OU N DA lION S ANO ST R UC TU R ES

The Fauadatlnu a n d Structures, Laboriillory

I J li l' ldew takes s ' tu dIes ~ri! II iii tlI l fg to soil a nd rockmechanics f, r fa lin . ab,on lnve l igalio'I"I I !f ,

estlrnarien of en,uineEi ing plFope'rtie5 c

eOOSI"LlC~ItOI1 n n at f. ;r ii il h ;. a nd srnb id l i l y an d steessa na ,ly so i!i u f m ajo r S LI'U ltl lr .e s.

AR IEAS OF SPECIAUl.AnON

SQi l Mec i j, n nk :s

Geo l~ c h niQ l I i: nv@ ' s l: ig ilU o l ]i. 5,Ol f f oundat ions

and gtQUnd·stJrlUct!J'~ i ' lt,erri€lJi.on

~ ElJiI h.HHiQn @L IIiquefa.:: lion ! la tent i i l l o f

feundatien SU'H~anf l~ ea b~ds,

• S lo p~ stab i I it)' analysis e f el ' l ' lhank:m~ nlS, mqne

! > . I o . p e s

E v a e l u~nan o f l :) nl 'I pe r[ i e s 31Hl I assess ment o f

$ldit bt l li~y .o f !eo te>: ln les and G ' ef lr l' l; emb ra ne s f or

,a lP'pl iGl l iaf l lin hydraullt st ructure.s

.. . fre id 5lllclj~s r lJ lT meastJlremell't Q f c lefor,mabi l i ty ,

she 'ar . ' i l i F II1llh parameter , perm ab i l i ty "! :l ei !r n1~capaci ty and n If-Silty s tru ss o f re ck m as s

.. l.aparalory sludi,e for ~lirl"mlierlof pnysk :ad

an d eng li n ee ri n s p r o pe r t : i ~ s o f re ck

S ' tres. s Amdysi s ,

* All' I i l I lysis 'o f dam i 'l 'I !i tr umen la ~ i on di l l .HI

.. : '1 f f i i J t ion Qi ef fe£I ts 0, vi b , licll ' ls 01'1 strtld u re s

.. Model I proto.ype liydrostatiit:: e~lillG of

pen l~ fu ck :bi:f lJ l rt". .uen, 8 ~ ~ e setc,

MfH l l !1 Stad j :~ .~fiH PdWueli.

lJ!/uttiilioM

.9tali a n d dy n am ic stress a nO!l,I~ ~ O lr ~~r then

a n d l ' l rnv j~ydadl ' l~ by F ii 1 1 1ne El l ' lment M G l d e . B i j I 1 I g

O),IlIJmh: P£M A.rJt~ty~i.\'

• Inas ih J I ll'Iffii!sm:emefil o f st~n, c lefo l 'F 'n~l l ion.st rain , pOI "e"p :r ,es U t i li !! fo r l1 1o nH o rin g I on . -ierm

s t rU€wl r i3 I l perfornMn~e

S m ; ) . s a f 'l ll ll w ; is o f darns , I l J f 1 I n e l $ ~tc.lb}'\ e '~F ler i -

m en ta llleQ 1n i4Y :)Sa h asphote-el st i i t ynd

~ 1 ( , i j 4 < : t f i c a. r e s i s t a n c e S i t ~ \ 1 I in g : O t l i g e

C lO'n c re te T e dm o fQ I )'

• D e J ;e rr nin iit io 1 '1 01 s~~el " lg ' t h .e la '! >i ic , h e rma I ru1d

t r ~F ' prol"eltiieS' oi mil. E l I I ' i : e t rnller campa _~c Iean ret

• S 1J Itab ility 'o 'f e l'J 'O x y ~ mpo!l. l l1ds ' fo r r el\ iI blll-tation o 't d f SP ' eSsed hyd F i : UUIIe S ' ~mc tu r e i

L . b on te !), s tu die s ib r c onc re re a nd rrra so n ryJ f i l . a ' ! l ; , r J a h



-

FOUNDAlflONS AND S lR 'UCTU !R IES

F A C ll 'lT IE S A ND EQU .PM 'EN 'T

• F la '! la k a n d Q 'o rm i ll io l'l G a u g es

• Data A ' (q lu is i~ i oA S y s t" em E lm :1$n~iir"i G,jIlJ&~I ns t r ,U r l1en la l ion

- D iln! L Shea.r Te~l"ingMadllnes, Dyn<l i l11l i ,c

Triaxi, J Spl i l Te t Machin. U Ms

R~c;ena n T e ting Equ ipmllfill fo r ~~i l / f , cx : jko re

S t O l : i' ic l ~ i . l ' 'dlPern~tri!l'tione s t A p p a ll " a ,L lJ S '

• A tb .ba li~ C a I 1 Q r i m e [ e r . , Ten i :HeS~ ro< l !nC.apadi ty.

and €r~ ep T e s [ S elU IP '

E X w n G in t e l ' S , lPo in l lQ . ' l lTes l r " Pe t r o l og i , I

Micr()sco,~e

• Po ll. riS!cap~ S!rnS5 Fu e ez ill 1g . 0v e ll s~ H i lt h e r'sla '~ra l , i s > : . ( I'fwrrt~rer,Load i o g Fl rames

IFi l l i i t!e S e m e n l Softw~re P a c k a g e s

Pr,eti kif'! Worksnol\lor rabr ica l io l ' l of mod Is

Jo M 'E M *'JO R S T UDIE S

~~fldatiQlIls l I d uk k i, S ri sa il am , l - ~ i d I K a I , Sarda r

Sal~waif, S U I 'l I l , S l l~ i 1 n s i rf . l ~ i r ehaH i1 . R a n i P r 1 l l ~ p

S.agar, 1~ lJdhgang i l l . I( ,~l'Ia. Tawa, t iha :~8hi lr ,Bhlilk.~, UPI;lerTunga

D \ilms ~ !K@ YlO a"Ammj " S u p a - , l ~ oc las allf , U kaf,

: S r : i s ! l 1 I i l a m , rh~k~rwa~lfrI 'rrdira ~g.ijr'r J l h l ~ f . Hl i rakud .

ldu kki; Nagu] tg l ' Ias3flar, Wama. UHlInl,Kb l kewad i , (jha~! l Ihar , B h iln d .. rdar ,a

Underground ~ t J ;i ud u Il 'l es : S a rdC l r S a r Q M j .l F , B , J : , i I F l i I ,

B i l lime~a ; , IBeas -SuU e j , K o y n a . , s r l , s a i I I O l m r Kall i l f ladi.

D ~ h i J , f . P e l 1 lc i l , Nag?l i l i r i l . L a l M e r c i ? e r i y a l ' , Var ah t

Wate r COl;'ldUCd~1' ' 5 1 ) ' ~ ' eh li S ': l O\ 'I I" I' Peniyar, Bea,

Id u k k i . K a I i n a d i. i l I B a r j IJI ' l a s < . l g a r , a r h p a - J 1 h i i l : k f i ,

~ o Y !'l(l" ~ .amg an g_ a"U p p r KQ lii lb . M! , Jm lba i vva te r

S u p p , l l y T u n n e l s ~ S ! 'm r a V : iJ t h 'f

iP tflsto ck s ; ~ d u l( k i, V a ra ih i . · i s ;a l1 .n a G i i , K h ~ [' J Q li .

' SharavEl lhy , lQK t k

A' l lQrn l i , r . ;: P~w e' r : P'l'oiects, : Raf i i ls t l~an~ K'i 't ig!ll:,

K<lhapa: r , K'Cl lp i lkk~n ' l • . n r ; f J Jp t l F , K . a: y am k l l l ~ C 1 I m ,

K tld an ku la m

O_h e r : Ban d ' ra -W c{ j l rl i O L l i l" l 'a l J . s " 'G . n n a w u . a m A q-

uedu 1 . H O Q g h l y hluilIry, 11 l1 l~ ' !i lkwa te l 's a r

M 1J l fIg i1 l~on : ! ,M l ; ll n ,amb< l I~1 ' : ( ll 1d K~k in l l i lda , K~I ' I chh

: B m n c h Canal ; , K ' i . , u : : l r e r n u k h , 51mhad r i



.E ARTH SC lIENCE S

The Earth Sciences Laboralory CO"" prlse

Geophy!iic:-. Ea r l h quake El'1giFu~erfng, Tracer

lHy,drol.Qgy, Hvdroge logy o H H : 1 Vibration

Technology DivisiOrls . T h e 1 1 a o o r : a o : r y l i n d e n . ke' t ud ie l i f l O , r [OUnd . l i o n v alu aU o ll, so urc e a rrd p ath

of !'if!~,page,seismic survelll nee and seisrrrlcd r .: si g Jl 1~ u 'am~ e r s f o r m i l jQr pm j ects ,

,A R E A S O f S PE JC~AUV . T ION

l MicrQeii~hqllliilke ~o d ' 5 l rongrtnot io l l l st....d iesJo,rwa re ~ re so u rc es p ro je ct 's

EvaJluatiDn ef ~ile- peciflc desisn seismic

Il8n1met rs (acceleregram: and respon es p e < : t J r a )

. . . L . - = : , : : : , ~ , ~ttilM"I'III""I""I!~1

iI,l'\(vk~~1IJj (md B~jfIt]r4'S(, S/c'ict:im

~ Delineation a n d llij:lualion o r b~dr;uck profJilefOd mas-sivewater eoetrc I snu wres

Evah,H l t iGI1I i ? i d y n am ic Y oung '.!> an d h ea r

mQd lll: ii o f s ,u 'b l!w f ac e ~ r ati J

- L o ca t io n o f s h e ,r zn ne s, ta u Its a nd b uri~ d ri,ver

ecurses

~ Loc~lio.:n Qfgn;:u"Jndwi l l l$f resourees

• Denru~atki'n p~5 ' l ,I b · b o , t J ;' o m S l r ,1 l , t~ g r ; ; ip h ' Y t nd 3 ()

m~pp'j'r}'gof $eii~erv.oil" b~1

lI' D tectlen of source ~nd ~alh of s~paget h r ough stllJ'~~lJlr:~~n d 1 ~ 1 e i rreuncl ,u ion, :"

~ Measunlmenl of et l jl l (h res i 's t . iv i t y tor power

h ea se s a n d o lh e ' r <Ipp l i no n

D'~ teC 'lle ! l o f h uri d pipe l ine5 , ta n ks: "a n d

cO I)t am i n a n l p l umes

De te rm~ r ia , I1 () o1 ll 01 ' in situ eng inee 'F ing , . ' ; I , nd

h yd 'w l~ gi~ 1 1:.'1;;1I "i I m e t G : rs o f subS'urrate ~[ra~

Dyn am i c re sp r,H lse - n~ly s i of ' ! l l r l1 ,c lufeS by

farced and arnbieflltvibr.:l'Eion

S e i s l l f 1 l i c C l u a l i f i c a , { I O I l 1 \ S t s o n sh ak e la bl:e

ConlT 'OI , I 'ec l blast stud n,es j~ r safelY 0f ned i rby

S~n,ICu,lIresat co I'IS~n.Jct"an~ues

Dele;d, ipn a t c ra dk s < In ti e va lu etlo n o f ~ l!, Ia l, l'ly

o f CO r: lO e~ 2 ami I1re t rso tn ' l by mJI1-d :~5 t ruc l ive

s o n i c and u l l J r a . t 5 s n i c , t e , c h n F q t . u e s

Estimation of In-situ d y : r i< l l m i c properties o f

found<!l i0r1 s o H



----

E AR 1H SC I E N JC ES

i B · . . ,~ - ." .

IFAC l lLm lEK AN (} E Q ~ npM fN T

G ro un d P ~rY etra ti n a R a.d ar

. , 2 4-C h anne ,1 I .~ md Sei '~mic R,e ' f l e c t i ,on and

Re f rm: ! ( i o l1 Se i smog raphs

.. S o-who le A c c n . J < s t l , ILogginS S y5 t ~m

.. Mulrl.E~ecnade ~~es is l i v l t y I m , a - g i l n l t l l Sy s~ e r n

H i g h 1~ ~ I u :~ i o nC h i r p,S o na r R , ~ " c t!l ]n S : ~ em

S id e'S c an S o n r~ D V .J \If requen=:y E c h o S o un de r

Ul l r a so l 1 i t : Velocity Measu r i ng System

M. gndoffild r and Gr,m. l imeier

. . B orehQ l'e L og g in g Il1 li l, Jlm IU S

1.Jrlace D e f 1 1 s i l y a nd Ma~srure G<luges

FhJ lor 'QMeter , Conduc l ' i v i t y Me1. ' e f , rH Me t e rI; E lo c tr m :: ly n tl m ic V i b ' r . r l i cm Test S } ~ 5 ! l l E ! n ,

V . rb ra tio n M e a- su ri rn g and D atil A .c qu ~ s n i O I Y l

S:ys t ems

* IErngi l ' i '~I ' i I'I{; S e qsmo g ra p hs

Various types 0' Seismometers and

ACl:;;~lemgrilms

.. M i ct oo a _r 11 ,q uO lI R e and Strong-motion Rocmrlers

I E U O E ~v ibraA' ion es l Equ ipmen t

S OM E M A.JOR S TU ltn ES

•. D~ m s: S risa l lem , A lm a.ui, H are n g l, T a la n d

S~n lkosh (Bhu'l ; ' ; ln), Tees ta , Nm l ll 1"ac l ,; l. sag , !1 !r .

P ,mche s l l'W i l J , t ii h a n d , It,e,zl l l i tezhu (ZOimbia J ,

Tipail1J1i~lkh;Subal'l5ifl, J<lnvani, Id~'~lkkl,~~d~lUh

Nagal r jurna~agar,DUldhssr :l 1 iga, P 'awl ii ll , KOYl1a ,

Omkareshwar, I "Hc lka l , S:i ;nn:hu S~rovar,

K.l l i i ' l .adi . P e m : : h . Tap ! lvanNi ' shnU ,gad 4 L a t a , a

T a po v an , o h al"io 6s pild a

jl T llu !i'R la ll I P, Q 'W i e r Stations: khaperkheda,K. yt l rnk l . ll l .i lm. K . . 6 r . 1 ! : J i , n pa ra , V r nd h ya c h at

i \1a ir tho l 'l , Mm " lg_a l o re , C h O l 'l 1 d f O l lI J U r , D . a li " ia l 'l u ,V j j aywad~

* ' A~'0mk.illnwer Plmj:~: Ta rapu r , lKud~ i i' lku lam,

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C en tra ,1 W a te r and ! P 'OW l e " R e s e, arc :h S , ta tic mP. o. Khadakwas:laReseamh!Stat io l ' i " PI,me- 411024 (IndiEl)"Fel: +91 2024103200 ..2450055:2 FalX :+'91 2024381004

S I ! t' V Ii le ~ ~rdI IEmai l ;direclior@awprs..•ov.loWe·l):hltp:llcwp.rs.gov.il.i

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