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IS 2800-1: Code of Practice for Construction and Testing of Tubewells/Borewells, Part 1: Construction PDF

17 Pages·1991·1.6 MB·English
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Preview IS 2800-1: Code of Practice for Construction and Testing of Tubewells/Borewells, Part 1: Construction

इंटरनेट मानक Disclosure to Promote the Right To Information Whereas the Parliament of India has set out to provide a practical regime of right to information for citizens to secure access to information under the control of public authorities, in order to promote transparency and accountability in the working of every public authority, and whereas the attached publication of the Bureau of Indian Standards is of particular interest to the public, particularly disadvantaged communities and those engaged in the pursuit of education and knowledge, the attached public safety standard is made available to promote the timely dissemination of this information in an accurate manner to the public. “जान1 का अ+धकार, जी1 का अ+धकार” “प0रा1 को छोड न’ 5 तरफ” Mazdoor Kisan Shakti Sangathan Jawaharlal Nehru “The Right to Information, The Right to Live” “Step Out From the Old to the New” IS 2800-1 (1991): Code of Practice for Construction and Testing of Tubewells/Borewells, Part 1: Construction [MED 21: Diamond Core and Waterwell Drilling] “!ान $ एक न’ भारत का +नम-ण” Satyanarayan Gangaram Pitroda ““IInnvveenntt aa NNeeww IInnddiiaa UUssiinngg KKnnoowwlleeddggee”” “!ान एक ऐसा खजाना > जो कभी च0राया नहB जा सकता हहहहै””ै” Bhartṛhari—Nītiśatakam “Knowledge is such a treasure which cannot be stolen” ’ iS 2800 ( Part 1 ) : 1991 ( q?.*m) ri-y$ Indian Standard CODEOFPRACTICEFORCONSTRUCTION ANDTESTINGOFTUBEWELLS/BOREWELLS PART 1 COCYSTRU-CTiON l Second Revision tsriF tnirpeR REBOTCO 1994 CDU 628’112’24 : 006’76 J @ SIB 1991 BUREAIJ OF INDIAN STANDARDS KANAM ,NAVAHB 9 RUDAHAB HAHS RAFAZ GRAM WEN IHLED 110002 December 1991 Price Group 6 Pumps lanoitceS ,eettimmoC DMH 20 FOREWORD sihT naidnI dradnatS ( dnoceS noisiveR ) was detpoda yb eht uaeruB fo naidnI Standards, retfa eht tfard dezilanif yb eht Pumps lanoitceS eettimmoC had neeb devorppa yb eht yvaeH lacinahceM gnireenignE noisiviD .licnuoC sihT edoC fo ecitcarp was tsrif dehsilbup ni 1964 and desiver ni 1979 rof gnittilps eht stnemeriuqer ni gniwollof owt parts: SI 2800 ( traP 1 ) edoC fo ecitcarp rof noitcurtsnoc and gnitset fo :sllewebut traP 1 noitcurtsnoC SI 2800 ( traP 2 ) edoC fo ecitcarp rof noitcurtsnoc and gnitset fo :sllewebut traP 2 gnitseT sihT standard is again desiver ot revoc eht tsetal stnempoleved ni eht dleif fo llewerob/llewebut .noitcurtsnoc -IS 2800 ( Part 1) : 1991 Indian Standard CODE OFPRACTICEFORCONSTRUCTION ANDTESTINGOFTUBEWELLS/BOREWELLS PART 1 CONSTRUCTION Second Revision ) ( 1 EPOCS drah suoivrepmi yalc reyal evoba eht .refiuqa tI is a etisiuqer-erp that eht suoivrepmi yalc reyal sihT edoC seilppa ot gnillird and noitcurtsnoc fo dluohs eb fo etauqeda ssenkciht ot troppus eht sllewerob/sllewebut rof ,erutlucirga gniknird llew and dluohs ton etargetnisid nehw retaw is ,retaw lairtsudni and rehto deilla .sesoprup tI depmup .tuo sevig ylno lareneg ecnadiug as ,sdrager ,ngised gnillird and noitcurtsnoc fo .s~llewerob/slleweiut 4.2 Type 2 ( Tubewell ) - rehtO devorpmi dohtem fo ,noitcurtsnoc fi ,yna yam eb detpoda htiw roirp tnemeerga neewteb sllewebuT era yllareneg detcurtsnoc ni laivulla eht gnillird ycnega and eht llew .renwo snoitamrof gnisirpmoc a gnisac ,epip ~a gnisuoh- epip ( fi deen eb ) and an ekatni noitces rehtie 2 SECNEREFER neercs ro dettols epip htiw ro tuohtiw levarg gnikcap ( yllaicifitra dekcap ro yllarutan dekcap ehT gniwollof naidnI Standards era yrassecen sllew as nwohs ni .giF 2A and .giF B2 .) esehT stcnujda ot this standard: sllew yam eb rehtie rednu retaw elbat snoitidnoc ro rednu naisetra snoitidnoc ( ees .giF 2C .) SI .oN Title 226 : 1975 larutcurtS leets ( standard 4.3 Type 3 ( Borewell in Hard Rock Formation ) ytilauq ) ( htfif revision_) ehT nebrub-revo ni hcus sllew is desacne ot 4097 : 1988 $21 rof esu as kcap ni -ebut etanimile eht risk fo gnivac .ni gnillirD is rehtruf deirrac tuo ni kcor noitamrof and eht erob is tfel yllamron detroppusnu ot wolla eht 4270 : 1983 leetS sebut desu rof retaw sllew retaw ot wolf morf seciverc and srehsif otni eht ( first revision 1 erob tpecxe ni sesac erehw gnivac snoitamrof era 8110: 1985 lleW sneercs and dettols sepip deretnuocne ( ees .giF 3 .) ( tsrif revision > 9439 : 1980 yrassolG fo smret desu ni -retaw 5 GNILLIRD SDOHTEM llew gnillird ygolonhcet 10500 : 1983 gniknirD retaw t.5 -Auger Drilling ehT gnillird is enod htiw a spiral ro mrow regua :98111 1985 sdohteM rof llewebut -eved detcennoc ot erauqs sdor denrut yllaunam htiw tnempol dor ,srellit eht sgnittuc decudorp as a tluser fo 12818 : 1989 dezicitsalpnU PVC debbir neercs gnillird era devomer htiw a sand .llehs leetS gnisac and plain gnisac sepip gnisac sepip htiw evird seohs at eht mottob era rof sllewebutierob - -icepS derewol as eht gnillird .sessergorp sihT dohtem noitacif is deyolpme erehw yrev wollahs gnillird ni muivulla noitamrof is devlovni ( ees .giF 4A 3 YGOLONIMRET and .giF B4 .) roF eht esoprup fo this standard, snoitinifed fo eht smret yllareneg desu ni llewebut gnillird 5.2 Water Jet Boring ygolonhcet deificeps- ni SI 9439 : 1980 shall A llird tib htiw selzzon is dehcatta ot eht llird .ylppa pipes at its mottob and hguorht hcihw retaw is depmup at hgih .erusserp ehT retaw no its 4 EPYT FO SLLEWEBUT nruter wolf hguorht eht annular ecaps neewteb eht erob and eht llird ,epip brings tuo eht gnittuc 4.1 epyT 1 ( Cavity Well ) gnola htiw ti ot eht .ecafrus Casing :pip is ytivaC sllew era yllareneg wollahs sllew dellird ylsuoenatlumis desu ot diova .ni-gnivac ehT ni laivulla snoitamrof ( ees Fig. AI and .giF B1 .) dohtem is elbatius rof gnillird wollahs sllew ni esehT era sllew htiw casings gnitser ni ,kciht esool ydnas snoitamrof ( ees .giF 5 .) 1 GROUND LEVEL GROUND LEVEL \ \ TOP -NT CONCRE TE SANDY CASING PIPE IMPERVIOUS PIPE FINE SAW W$R \ \CAVITY ’ FIG. 1A CAVITY WBLL ( FOR CENTRIPUGALP UMP ) FIG. IB CAVITY WELL ( FOR TURBINE SUBMERSIBLEP UMP ) GRAVEL FEED PIPE GROUND LEVEL SNO LEVEL *I’ &NT CONCRETE EZ FOUNDATION c.z WATER LEVEL TO SANDY ~‘- :_. :J..._.__;; ;;:;:.” --_ ENIF -- - - w -- &--I-- -- k-- c- i - _ 31- -- -- -- -- -- -CER -- -- -- B -I - -- dC -- . . =’I _ _-- --- ~. $-:., e.\.‘.;*.::; _ :..:a: UNCFOONRSMOALITDIOANTE D ,;y.* : ., ’,‘ ;$:,;r‘;;;, .‘\. -..;. MEDIUM SW -- : -- SLOTTED& ;‘-.;:.:d -- -- cd _= -- -- *. ._ ;;nroc ;9 : ; -I- *.: ..’I . . BAIL PLUG I-.*. ’ Fl * * .’ + -- . m_/-=-- -- ~~ --a -A- --a FIG. 2A TUBBWELL( NATURALG RAVELP ACK > FIG. 2B TUBEWELL( ARTIFICIALG RAVELP ACK 1 MS PLATE WELDED TO ASSEMBLY FIPE AND HOMNG \ WELL CAP 7 OVER PERVIOUS BURDEN FORMATION -/EPIP : CASING / “EEED FOWWON . . . ,-. *: FOkh&Tln~ HARD ROCK WELL) WITH FISSURES .:: . , * BAIL PLUG . . ‘. i .‘Y- I t I-UNCMED HOLE FIG. 2C TUBEWELL ( ARTESIANF LOWING ) FIG. 3 BOREWELLI N HARD ROCK SI, 2800 ( traP )1 : 1991 .GIF B4 LARIPS REGUA OR RAM’S HORN tuo yb snaem fo a .roliab leetS gnisac sepip htiw evird seohs era desu as :rht eloh .sessergorp .arF QA DNAH REGUA sihT dohtem fo gnillird is elbatius rof gnillird ni yredluob .snoitamrof 5.3 Calyx Drilling A tib edam morf wolloh leets ebut htiw owt 5.5 yratoR gnillirD denilcni stols dellac tohs‘ ’tib is detcennoc woleb 5.5.1 tceriD rehtona ebut ( eroc lerrab ) hcihw is rehtruf Circulation Method detcennoc ot eht llird .sdor esehT era detator A llird tib is detator yllacinahcem yb snaem fo .yllacinahcem dellihC stohs era def ot eht llird ,sepip hguorht hcihw gnillird dum ( yllausu mottob fo eht tib hguorht eht llird gnirts -gnola etinotneb dexim htiw rehto elbatius lairetam ) is htiw .retaw esehT era dnuorg yb eht tohs tib ot detalucric rednu .erusserp sihT ssecorp fo mrof evisarba lairetam htiw sharp segde hcihw noitalucric setacirbul eht ,tib seirrac eht gnittuc stuc otni eht detadilosnoc noitamrof gnimrof an ni noisnepsus ot eht ecafrus and osla sretsalp annular gnir ot mrof a eroc edisni eht eroc eht wall fo eht eloh ot tneverp ti morf .ni-gnivac ,lerrab hcihw is neht nekat tuo morf ~~11 yb yreV peed sllew 111.c eb detcurtsnoc ni muivulla gnituorg eht eroc htiw ztrauq ,spihc ..cte sihT snoitamrof yb this .dohtem dohtem is lufsseccus rof wollahs sllewebut gnillird ni detadilosnoc snoitamrof htiw egral 5.5.2 Reverse Circulation Method retemaid .seloh A starting fo llird sepip htiw a llird tib at eht mot(ob is detator yb lacinahcem .snaem nialP 5.4 Percussion Drilling retaw ro a diulf fo gnilleg ytilauq gnidn:ped no A yvaeh tib dehcatta htiw a llird ,mets a gnillird eht strata ,snoitidnoc is dewolla ot wolf otni eht raj ot a elbac is nevig up and nwod sgaM$n; erob ,eloh nehw llird sgnittuc gnola htiw retaw ,noitom rehtie yllaunam ro yb .rewop era dekcus hguorht eht llird sepip yb a -irtnec dedda ot evlossid eht sgnittuc hcihw jeta detfil laguf pmup and nworht otni eht gnittes .tip ehT 5

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