Design Basis

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  GAIL (INDIA) LIMITED Basic Engineering Design Basis PIPE L INE REP L A CEMENT PR OJ ECT IN GUJ A RAT REG ION Eng ineeri ng Doc . No. - MEC/23PH/05/28/M /001/ 001, R -0 MECON LIMITED DELHI - 110092 September - 2014 Prepared by Checked by Approved by  Amit Kumar, DE A K Bharti, SDE GV Walimbe, DGM © Copyright MECON Limited – All ri ghts reserved. THIS DOCUMENT IS THE SOLE PROPERTY OF MECON AND ISSUED FOR THE SPECIFIC PROJECT MENTIONED HEREIN. THIS IS NOT TO BE COPIED OR USED FOR ANY OTHER PROJECTS UNLESS EXPLICITLY PERMITTED BY MECON.  

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Design Basis

Transcript of Design Basis

  • GAIL (INDIA) LIMITED

    Basic Engineering Design Basis

    PIPELINE REPLACEMENT PROJECT IN GUJARAT REGION

    Engineering Doc. No. - MEC/23PH/05/28/M/001/001, R-0

    MECON LIMITED DELHI - 110092

    September - 2014

    Prepared by Checked by Approved by

    Amit Kumar, DE

    A K Bharti, SDE

    GV Walimbe, DGM

    Copyright MECON Limited All rights reserved. THIS DOCUMENT IS THE SOLE PROPERTY OF MECON AND ISSUED FOR THE SPECIFIC PROJECT MENTIONED HEREIN. THIS IS NOT TO BE COPIED OR USED FOR ANY OTHER PROJECTS UNLESS EXPLICITLY PERMITTED BY MECON.

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    TITLE Basic Engineering Design Basis Engineering Doc. No. Page 2 of 44

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    C O N T E N T S

    Article No. Description

    1.0 Introduction

    2.0 Scope of Services

    3.0 Pipeline Design Parameters

    4.0 Facilities Planned

    5.0 Pipeline Construction Methodology and Consumer Connectivity

    6.0 SCADA & Telecommunication

    7.0 Electrical Facilities

    8.0 Civil / Structural Facilities

    9.0 Fire Fighting facilities

    10.0 List of Standards

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    1.0 INTRODUCTION

    GAIL (India) Limited is apublic sectorunder Petroleumministry, intend to strengthensafeoperationof theNaturalGaspipelinesystem includingconnectivity toconsumers.TodosoithasbeendecidedtoreplaceselectedoldpipelinesofNaturalGasDistributionNetworksonthebasisofpresentheathstatusinBarodaregion.Presently,GAILLimitedisplanningtoreplaceabout475kmnaturalgaspipeline.Replacement of the pipeline is to be done on the basis of completion of design life,Thicknesslosses,designcompliancetothePNGRB&piggabilitystatusofthepipeline.Aspercurrentstatusofthepipeline,total74nos.(approx.)ofpipelineistobereplacedwhich includeawiderangeof length from0.1kmto96.6kmanddiameter from2to14.

    New pipeline shall be laid in same ROU of existing pipeline with some unavoidablererouting.

    2.0 SCOPEOFSERVICES

    MECONhasbeenengagedbyGAILLimitedtocarryoutDesign,Engineering,procurement,

    inspection& ProjectManagement Consultancy Services required for replacement of oldnatural gas trunk pipeline & pipeline network for supplying the gas to various type ofindustryasperfollowingtable.

    A.PipelinesNonPiggable,Thickness25yearsSLNo. PipelineSection

    ExistingDiameter(NB)(inch)

    ProposedDiameter(NB)(inch)

    LengthtobeReplaced(km)

    YearofCommissioni

    ng PhaseI 1 AnkleshwarBarodaP/L 14 16 96.60 1965

    PhaseII 2 CTFGandharDabkaP/L 12 12 47.34 19693 UnderaAlembicP/L 12 12 7.60 19694 8"P/LSection 8 8 43.05 196919805 6"I/CGGSKosambaP/L 6 8 2.20 19856 4"P/LSection 4 4 17.92 19691989

    Total 214.71

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    B.PipelinesNonPiggable,Thickness

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    2.0 PIPELINEDESIGNPARAMETERS

    Adetailedstudyofexistingpipelineshasbeencarriedoutfortheexecutionoftheproject.Detailedanalysisisgiveninsection03.00ofthisreport.Design of Natural Gas pipeline shall be in accordance with ASME B 31.8andotherapplicable codes. A design life of minimum 25 years for pipeline system shall beconsidered for designing various system and facilities beyond which pipeline systemcanbe considered for abandonment. The life of pipeline can be extended beyondthedesignlifesubjecttosatisfyingthecomprehensivepipeline integritytest.

    Analysishasbeendoneofthefollowingbasis

    Qualityofgasflowinginthepipeline.MajornaturalgassourceinBarodaregionpipelinesisfromONGCgaswells.Aspernatural gas composition (given in section 3.00 of this report), Baroda regionpipelinesaretransportingwetnaturalgascontainingCO2&moisture.Followingaretherequirementsforthedesignofsournaturalgaspipelines

    Gaseous hydrocarbon shall be considered as sour in line with NACEStandardMR0175.At lower concentrationsofH2S, as thepresenceofother constituents in the gas e.g., CO2 and salts inwater etc., can alsocausestresscorrosion,hencetheconcentrationofsuchconstituentsshallalsobeevaluatedingaseoushydrocarbon.

    Allmaterials,usedinsourgasservice,shallconformtothematerialrequirements specified in NACE Standard MR0175. Depending uponservice and materials involved, additional tests for Sulphide StressCorrosion Cracking (SSCC) and Hydrogen Induced Cracking (HIC), asspecified inNACEStandardsMR0175andTM0284respectively,shouldalso be conducted for long & short term behaviour of material undercorrosiveenvironments.

    ThicknessofthepipelineAsperPNGRBguidelines,Pipewallthicknesslessthan6.4mmshallnotbeusedforcrosscountrypipelines.

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    The least nominal wall thickness t for the steel pipe, shall be calculated inaccordancewithASMEB31.8.Thethicknessshallbedeterminedbythefollowingformulaandoptimizedforcostefficiency

    PxD t= 2xFxSxExTWheret=Nominalwallthickness,inmm;P=Internaldesignpressure,inN/mm2.D=Specifiedoutsidediameterofthepipe,inmm;S=Specifiedminimumyieldstrength(SMYS)inN/mm2ofpipematerial;F=Designfactorasperlocation;E= Longitudinal joint factor,which for electricwelded (EW), longitudinalseamsubmergedarcwelded(LSAW),helicalseamsubmergedarcwelded(HSAW)andseamlesstypesofpipes,manufacturedinaccordancewithAPIspecification5Landconsideredas1;T = Temperature derating factor based on maximum operatingtemperature;

    StationFacilities

    Pipeline Dispatch Stations, Intermediate Pigging Stations, Sectionalizing ValveStations, TapOffs & Receiving terminals shall be provided as per requirement.These stations shall be designed as per PNGRB guidelines and relevant designcodes.

    Piggabilityofthenaturalgaspipeline

    Piggingfacilitiesinthepipelinesshallbeprovidedasperfollowing

    Main gaspipelines and feeder lines, spur lines andbranch linesof4and above size and length greater than10 km shallbeprovidedwithpiggingfacilities.

    Spacing between consecutive pigging stations shall be determinedbased on the diameterof pipeline, nature of pigging operation andcapabilityof thepigs.

    Pigging stations shall be providedwith allweather access road fromthenearestroad

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    Piggingfacilitiesshouldbedesignedtobesuitablefor:

    Accesstothepigtraps; Handlingofpigs; Isolation requirements necessary for pig launching and

    receiving; Ventinganddrainingofcarriedovermuck/condensateduring

    piggingoperation; Directionofpigging includingbidirectionalpigging; Minimum permissible bend radius and the distances between

    bends/fittings; Fittings/branch connections and compatibility of line pipe

    material; Variation inpipelinediameterandwallthickness

    The safetyofaccess routes and adjacent facilities shallbe consideredwhendeterminingtheorientationofpigtraps

    Majority of the pipeline is suffering from internal corrosion problems. This is due topresenceofmoistureatsourcestationofthepipeline.SincenaturalgasofGujratregionisalsocontainingasmallquantityofCO2,whichaccelerate the rateof internalcorrosion inpresenceofmoisture.Mitigation of internal corrosion in the natural gas pipeline can be done by removal ofmoistureorwaterfromnaturalgasstream&considerationofhighercorrosionallowancesinthepipelinethickness.

    2.1 Removalofmoistureandwaterdroplets

    Untreatednaturalgas,whichisflowingfromONGCsourcetoGAILsdispatchterminalshallbeeithertreatedatsourceot itcanbetreatedatdispatchterminalsdependingupontheflowrateofthenaturalgas.MECONwillconsiderthetreatmentfacilitiessuchasinstallationofdehydration system,molecular sieve system and liquid knocking systembasedon thenaturalgassourcestudy.Primereasonof internalcorrosion inthenaturalgaspipelines isavailabilityofmoisture inthe natural gas stream. Removal of moisture from natural gas stream can be done byfollowingsystems:

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    2.1.1 MechanicalliquidknockingSystemsLiquid particles can knocked from natural gas stream by using natural gas flow and itsvelocity in termsofagitation inamechanicalsystem. Itdoesnt requiredanyconsumablematerialsandexternalenergy.Considering flow ofwet gas and formation of condensate in the pipeline, proper liquidknockingfacilitiesistobedevelopedatsourcestationforthepipelineshavinglengthmorethan10kms.Followingwaterknockingfacilitiesmaybeconsidered

    Scrubber KnockOutDrum FilterSeparator Combinationofabovethree.

    2.1.2 ChemicaldehydrationandsievingSystems

    Alsoat someplaceshavinghighermoisture content, it is suggested to installnaturalgasdehydrationfacilitieslike

    Molecularsievedehydrationfacilities GlycolDehydrationfacilities AminebaseddehydrationSystem

    MolecularSieve

    Theseareacrystallineformofalkalimetal(calciumorsodium)aluminasilicates,verysimilartonaturalclays.Theyarehighlyporous,withaverynarrowrangeofporesizes,andveryhighsurfacearea.

    Manufacturedby ionexchange,molecularsievesarethemostexpensiveadsorbents.Theypossess highly localized polar charges on their surface that act as extremely effectiveadsorptionsitesforpolarcompoundssuchaswaterandhydrogensulfide.Molecularsievesarealkalineandsubjecttoattackbyacids.Specialacidresistantsievesareavailableforverysourgases.

    Sincetheporesizerangeisnarrow,molecularsievesexhibitselectivitytowardsadsorbateson thebasisof theirmolecularsize,and tendnot toadsorbbiggermoleculessuchas the

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    heavyhydrocarbons.The regeneration temperature isveryhigh.Molecular sievesofferameansofsimultaneousdehydrationanddesulfurizationandarethereforethebestchoiceforsourgases.

    A typicalmolecular sievedehydrationplant consistsof twoadsorption towers filledwithsoliddesiccant.Oneoftheadsorptiontowers isusedforthedehydrationofwet inletgaswhiletheparallelinstalledtoweraimstoregenerateloaded(watersaturated)desiccant.Ingeneral,all liquidand solid impuritiesare removed from the feed streamofamolecularsieve plant by an inlet separator or scrubber (upstream). As wet gas contacts the soliddesiccantbed,watervapourisadsorbeduntilequilibriumisestablishedbetweenthewatercontentinthegasstreamandonthesoliddesiccantparticles.Driednaturalgasleavesthebed,flowsthroughtheexitswitchingvalve,andfinally leavesthedehydrationunitviathedrygasoutletheader.Whileonebed isondrying,theotherbedhastoberegenerated.Regenerationcanbecarriedoutusingdryproductgasorwetinletgas.Regeneratorgashastobeheatedupstream the regeneration tower.Hot regeneration gasheatsup thebed,drivesthewateroffthedesiccantparticles,andcarriestheresultingwatervapouroutofthebed.The regeneration stream is cooleddownand thewater content is separated in theregenerationseparator.

    DehydrationusingGlycol

    Scrubbingofwetgaswithglycol isoneof themostapplieddehydration technologies fornatural gas. The glycol is highly hygroscopic, andmost of thewater vapor in the gas isabsorbedby the glycol.Glycol selection fornatural gasdehydration applicationsmaybebasedonanumberoffactorsincludingdehydrationcapability,glycollossesinthecontactorand regenerator, and absorption of volatile organic compounds (VOCs). The mostcommonlyusedglycolistriethyleneglycol(TEG).Diethyleneglycol(DEG)andethyleneglycol(EG)may alsobeused indehydration applications;however,DEG and EG areoftennotconsideredduetodrygaswatercontentrequirements.

    Inatypicalglycolunit,thewetgaspassesthroughan inletscrubbertoremovesolidsandfree liquids,and thenenters thebottomof theglycolcontactor.Gas flowsupward in thecontactor,while lean glycol solution (glycolwith littleornowater) flowsdownover thetrays.Richglycolabsorbswaterandleavesatthebottomofthecolumnwhiledrygasexitsatthetop.Therichglycolflowsthroughaheatexchangeratthetopofthereboilercolumn(called still)where it isheatedandprovides thecoolant for the stillcondenser.Then thewarmsolutiongoestoaflashtank,wheredissolvedgasisremoved.Therichglycolfromtheflashtankisfurtherheatedbyheatexchangewiththestillbottoms,andthenbecomesthe

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    feedtothestill.Thestillproduceswateratthetopandaleanglycolatthebottom,whichgoestoasurgetankbeforebeingreturnedtothecontactor.

    Type of dehydration system shall be decided further on the basis of Efficiency, Cost,AvailabilityandRequirementofserviceatnaturalgassource.AsperPNGRBguidelines,pipelineswithdesignedwallthicknessof6.4mmistobereplacedtoaminimumwallthicknessof6.4mm.Pig launchingand receiving facilitiesare considered for thepipelineshaving lengthmorethan10.0km.BasedonscopeofworkanddetailofpipelinesattachedasAnnexureIanalysisofthedatahasbeendone.Sincecurrentpopulationdensity indexdata isnotavailable,70%of totallengthofpipeline is consideredunderClassII location,20%of total length is consideredunderclassIIIlocationand10%oftotallengthisconsideredunderclassIVlocation.

    AminebaseddehydrationSystem

    The amine scrubbing is awashingprocess,whichuses amine aspurifying agent.Carbondioxide (CO2)andhydrogen sulphide (H2S)canalmostcompletelybe removedusing thistechnology.

    The amine flows in a closed circuit and is continuously regenerated. TheCO2 andH2Sloadedamineneedstoberegeneratedcontinuously.Therefore,asecondcolumnisneeded,wheretheamineisregeneratedbyreboiling.ThesourgasisexportedtotheClausprocess,where elementary sulphur will be recovered. With this technology and MEA(monoethanolamine)aspurifyingagentCO2canberemovedup to less than50ppmandH2Suptolessthan3ppm.Presently based on data received, MECON proposes to install Natural Gas Dryer(MolecularSieveBased)alongwithRefrigeration/ChillingandHeatingfacilityatfollowingsources.

    1. SouthGujratRegion CTFAnkleshwar(0.25MMSCMD) GNAQ(0.35MMSCMD)

    2. AhmedabadRegion GGSRamol(0.250.50MMSCMD)3. MehsanaRegion GGSNandasan(0.025MMSCMD)

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    2.2 Considerationofhighercorrosionallowances

    Majorityof thenatural gaspipelines inBaroda region are interconnected.Also, it is noteconomicaltoinstalldehydrationsystematallthesourcesparticularlyatsmallernaturalgassources. To keep the design effective and safe operation of the pipeline in future, it isdecided toconsiderhighercorrosionallowances in thenaturalgaspipelinesconnectedtowetgassources.Foradesign lifeof25years,a total corrosionallowancesof3.00mm is consideredatacorrosionrateof0.12mmperyear.

    2.3 PipelineDesignLocationClass

    Thisproject isbeing implementedon thebasisofalreadyexistingpipeline facilities, freshsurvey has not be done.Majorityof pipelines are located in population dense industrialareas,ithasbeendecidedtolaythenaturalgaspipelinebyconsideringlocationclassIV.PopulationdensityintherouteofpipelinefromGandhartoDabkaseemstobeless,soithasbeenconsideredunderlocationclassIII.

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    3.0 PIPELINEDETAIL

    Detailedstudyof thecurrentstatusofallpipelineshasbeendoneandnewpipelineshasbeendesignedasfollows:

    3.1 AnkleshwarBarodaP/L CurrentStatus: PipelineSize : 14NB TotalLength : 96.60km. Yearofcommissioning : 1965 Piggability : NonPiggable No.ofSVStation : 9 DesignClass : 150# OperatingPressure : 19kg/cm2 CPSystem : PCP Coating(External) : CTL Coating(Internal) : None SourceGas : Ankleshwar/CPFGandhar/RLNG TypeofGas : WetGas PipeThickness : 6.35mm CompliancetoPNGRB : Yes ProposedFacilities PipelineSize : 16NB TotalLength : 100.60km.(approx.) DesignClass : 300# DesignTemperature : (29C)to(+65C) OperatingPressure : 19kg/cm2 PipeGrade : API5L,X60 CorrosionAllowances : 3.0mm PipeThickness : 9.5mm StationFacilities : NaturalGasDehydrationSystem Coating(External) : 3LPE Coating(Internal) : InternalEpoxy SVNos.&Locations : PDIdata(Retaincurrent,ifpossible) CPSystem : PCP

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    3.2 CTFGandhartoDabka CurrentStatus: PipelineSize : 12NB TotalLength : 47.34km. Yearofcommissioning : 1989 Piggability : NonPiggable No.ofSVStation : Tobeconfirmedfromsite DesignClass : 400# OperatingPressure : 30kg/cm2 CPSystem : PCP Coating(External) : DensoType Coating(Internal) : None SourceGas : Ankleshwar/CPFGandhar/RLNG TypeofGas : WetGas PipeThickness : 6.35mm CompliancetoPNGRB : Yes ProposedFacilities PipelineSize : 12NB TotalLength : 47.34km.(approx.) DesignClass : 600# DesignTemperature : (29C)to(+65C) OperatingPressure : 30kg/cm2 PipeGrade : API5L,X60 CorrosionAllowances : 3.0mm PipeThickness : 9.5mm StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : InternalEpoxy SVNos.&Locations : AsperPDIdata(Retaincurrent,ifpossible) CPSystem : PCP

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    3.3 GNFCtoNTPCPipeline CurrentStatus: PipelineSize : 12NB TotalLength : 16.0km. Yearofcommissioning : 1994 Piggability : NonPiggable No.ofSVStation : Toconfirm DesignPressure : 42Bar OperatingPressure : NonFunctioning CPSystem : PCP Coating(External) : PE Coating(Internal) : None SourceGas : NonFunctioning TypeofGas : NonFunctioning PipeThickness : 6.35mm CompliancetoPNGRB : Yes ProposedFacilities PipelineSize : 12NB TotalLength : 16.00km.(approx.) DesignClass : 600# DesignTemperature : (29C)to(+65C) OperatingPressure : Asperrequirement PipeGrade : API5L,X60 CorrosionAllowances : 3.0mm PipeThickness : 9.5mm StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : InternalEpoxy SVNos.&Locations : AsperP&ID(Retaincurrent,ifpossible) CPSystem : PCP

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    3.4 UnderaGIPCLPipeline CurrentStatus: PipelineSize : 12NB TotalLength : 6.23km. Yearofcommissioning : 1990 Piggability : NonPiggable No.ofSVStation : DesignPressure : 64Bar OperatingPressure : 30kg/cm2 CPSystem : PCP Coating(External) : DensoType Coating(Internal) : None SourceGas : RLNG TypeofGas : DryGas PipeThickness : 6.35mm CompliancetoPNGRB : No ProposedFacilities PipelineSize : 12NB TotalLength : 6.23km.(approx.) DesignClass : 600# DesignTemperature : (29C)to(+65C) OperatingPressure : 30kg/cm2 PipeGrade : API5L,X60 CorrosionAllowances : 3.0mm PipeThickness : 9.5mm StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : InternalEpoxy SVNos.&Locations : PDIdata(Retaincurrent,ifpossible) CPSystem : PCP

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    3.5 DabkatoDhuvaranPipeline CurrentStatus: PipelineSize : 12NB TotalLength : 37.62km. Yearofcommissioning : 1990 Piggability : Piggable No.ofSVStation : Toconfirm DesignPressure : 64Bar OperatingPressure : 30kg/cm2 CPSystem : PCP Coating(External) : PE Coating(Internal) : None SourceGas : RLNG TypeofGas : DryGas PipeThickness : 6.35mm CompliancetoPNGRB : No ProposedFacilities PipelineSize : 12NB TotalLength : 37.62km.(approx.) DesignClass : 600# DesignTemperature : (29C)to(+65C) OperatingPressure : 30kg/cm2 PipeGrade : API5L,X60 CorrosionAllowances : 3.0mm PipeThickness : 9.5mm StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : InternalEpoxy SVNos.&Locations : AsperP&ID(Retaincurrent,ifpossible) CPSystem : PCP

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    3.6 ChokaritoUnderaPipeline CurrentStatus: PipelineSize : 12NB TotalLength : 25.96km. Yearofcommissioning : 1990 Piggability : Piggable No.ofSVStation : Toconfirm DesignPressure : 64Bar OperatingPressure : 30kg/cm2 CPSystem : PCP Coating(External) : PE Coating(Internal) : None SourceGas : RLNG/ONGC TypeofGas : Dry/WetGas PipeThickness : 6.35mm CompliancetoPNGRB : Yes ProposedFacilities PipelineSize : 12NB TotalLength : 25.96km.(approx.) DesignClass : 600# DesignTemperature : (29C)to(+65C) OperatingPressure : 30kg/cm2 PipeGrade : API5L,X60 CorrosionAllowances : 3.0mm PipeThickness : 9.5mm StationFacilities : AsperP&ID(AfterverificationfromSite) Coating(External) : 3LPE Coating(Internal) : InternalEpoxy SVNos.&Locations : AsperP&ID(Retaincurrent,ifpossible) CPSystem : PCP

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    3.7 GNAQtoJambusarPipeline CurrentStatus: PipelineSize : 8NB TotalLength : 13.00km. Yearofcommissioning : 1989 Piggability : Piggable No.ofSVStation : Toconfirm DesignPressure : 64Bar OperatingPressure : 40kg/cm2 CPSystem : PCP Coating(External) : Coldappliedtape Coating(Internal) : None SourceGas : GNAQ TypeofGas : WetGas PipeThickness : 4.78mm CompliancetoPNGRB : Yes ProposedFacilities PipelineSize : 8NB TotalLength : 13.00km.(approx.) DesignClass : 600# DesignTemperature : (29C)to(+65C) OperatingPressure : 40kg/cm2 PipeGrade : API5L,X56 CorrosionAllowances : 3.0mm PipeThickness : 8.7mm StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : None SVNos.&Locations : AsperP&ID(Retaincurrent,ifpossible) CPSystem : PCP

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    3.8 DabkatoSarsawaniPipeline CurrentStatus: PipelineSize : 8NB TotalLength : 16.60km. Yearofcommissioning : 1986 Piggability : Piggable No.ofSVStation : DesignPressure : 48Bar OperatingPressure : 12kg/cm2 CPSystem : PCP Coating(External) : PE Coating(Internal) : None SourceGas : Dabka TypeofGas : WetGas PipeThickness : 5.56mm CompliancetoPNGRB : Yes ProposedFacilities PipelineSize : 8NB TotalLength : 16.60km.(approx.) DesignClass : 300# DesignTemperature : (29C)to(+65C) OperatingPressure : 12kg/cm2 PipeGrade : API5L,X56 CorrosionAllowances : 3.0mm PipeThickness : 7.1mm(ClassII) StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : None SVNos.&Locations : AsperP&ID(Retaincurrent,ifpossible) CPSystem : PCP

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    3.9 JOLWAtoGACLPipeline CurrentStatus: PipelineSize : 8NB TotalLength : 7.80km. Yearofcommissioning : 2004 Piggability : NonPiggable No.ofSVStation : DesignPressure : OperatingPressure : CPSystem : None Coating(External) : None Coating(Internal) : None SourceGas : JOLWA TypeofGas : WetGas PipeThickness : CompliancetoPNGRB : No ProposedFacilities PipelineSize : 8NB TotalLength : 7.80km.(approx.) DesignClass : 150# DesignTemperature : (29C)to(+65C) OperatingPressure : kg/cm2 PipeGrade : API5L,X56 CorrosionAllowances : 3.0mm PipeThickness : 7.1mm StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : None SVNos.&Locations : None CPSystem : PCP

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    3.10 8PipelineSections(300#,CarbonSteel) CurrentStatus:

    P/LSl.No.

    Name Length(Km.)

    Size(NB)

    Thick.(mm)

    Comm.Year

    CP Source PNGRB

    3.11.1 KalolGGSIFFCO(NG) 2.51 8 5.56 1974 PCP Abandoned No3.11.2 KADI GMSSK CTF

    NKCTF16.85 8 5.56 1980 PCP CTFSKADI Yes

    3.11.3 Motera GCSRelianceCompressorSugad

    3.72 6 4.77 1997 SacrificialAnode

    Motera No

    Piggability : NonPiggable No.ofSVStation : DesignPressure : 48Bar OperatingPressure : 046kg/cm2 Coating(External) : Coaltar Coating(Internal) : None TypeofGas : WetGas ProposedFacilities PipelineSize : 8NB TotalLength : Asperabovetable(Existing)(approx.) DesignClass : 300# DesignTemperature : (29C)to(+65C) OperatingPressure : 0406kg/cm2 PipeGrade : API5L,X56 CorrosionAllowances : 3.0mm PipeThickness : 7.1mm StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : None SVNos.&Locations : AsperP&ID CPSystem : PCP

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    MEC/23PH/05/28/M/001/001 Revision - 0

    3.11 8PipelineSections(150#,CarbonSteel) CurrentStatus

    P/LSl.No.

    Name Length(Km.)

    Size(NB)

    Thick.(mm)

    Comm.Year

    GASTYPE

    Source PNGRB CoatingType

    3.12.1 Shobhasan CTF Dudhsagar

    9.20 8 5.56 1975 Wet MEHSOBCTF

    No Coaltar

    3.12.2 Alembic to Dineshmill

    3.50 8 5.56 1969 Dry RLNG No Coaltar

    3.12.3 I/C GGSKOSAMBAP/L

    2.20 6 6.35 1985 Wet No CTE

    3.12.4 GACLP/L 11.25 6 4.78 1996 Dry RLNG Yes PE3.12.5 GUJRATGLASSP/L 2.70 6 4.78 1992 Wet Ankleshw

    arNo CTE

    Piggability : NonPiggable No.ofSVStation : DesignPressure : 10.019.0Bar OperatingPressure : 0312kg/cm2 Coating(Internal) : None CPSystem : PCP ProposedFacilities PipelineSize : 8NB TotalLength : Asperabovetable(Existing)(approx.) DesignClass : 300# DesignTemperature : (29C)to(+65C) OperatingPressure : 0312kg/cm2 PipeGrade : API5L,X56 CorrosionAllowances : 3.0mm PipeThickness : 7.1mm StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : None SVNos.&Locations : AsperP&ID CPSystem : PCP

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    MEC/23PH/05/28/M/001/001 Revision - 0

    3.12 4PipelineSections(600#,CarbonSteel) CurrentStatus

    P/LSl.No.

    Name Length(Km.)

    Size(NB)

    Thick.(mm)

    Comm.Year

    GASTYPE

    Source CoatingType

    CPTYPE

    3.13.1LaxmipuraWestern 2.05

    4 4.78 1978 Wet RLNG /DABKA

    CoalTar PCP

    3.13.2LaxmipuraRotomould 1.25

    4 4.80 1985 Wet RLNG /DABKA

    CoalTar PCP

    3.13.3RotomouldBanco 3.20

    4 4.80 1988 Wet RLNG /DABKA

    CoalTar PCP

    3.13.4BancoTranspek 3.83

    4 4.80 1988 Wet RLNG /DABKA

    CoalTar PCP

    3.13.5 GACLTapoffGACL 4.80 4 4.80 1990 Dry RLNG CoalTar PCP3.13.6 NadeswariTpt.Dipak

    Nitrate 2.974 6.40 1996 Dry RLNG PE Sacrifi

    cial3.13.7 VaghodiaComp.ApolloTyre 1.70

    4 6.40 2004 Dry RLNG PE PCP

    3.13.7 BarsadacharrastaFlorochem 7.024 6.40 2004 Dry RLNG PE PCP

    Piggability : NonPiggable No.ofSVStation : DesignPressure : 6492Bar OperatingPressure : 1290kg/cm2 Coating(Internal) : None PNGRB : No ProposedFacilities PipelineSize : 4NB TotalLength : Asperabovetable(Existing)(approx.) DesignClass : 600# DesignTemperature : (29C)to(+65C) OperatingPressure : 1290kg/cm2 PipeGrade : API5L,X42 CorrosionAllowances : 3.0mm PipeThickness : 7.1mm

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    MEC/23PH/05/28/M/001/001 Revision - 0

    StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : None SVNos.&Locations : AsperP&ID CPSystem : PCP3.13 4PipelineSections(300#,CarbonSteel) CurrentStatus

    P/LSl.No.

    Name Length(Km.)

    Size(NB)

    Thick.(mm)

    Comm.Year

    GASTYPE

    Source CoatingType

    CPTYPE

    3.14.01 RANASANTPOINTRELIANCE 2.85

    4 4.77 1989 Wet Kalol /Ramol

    CoalTar PCP

    3.14.02 SchottGlassBancoProducts 0.75

    4 6.40 1988 Dry RLNG PE Sacrificial

    3.14.03 RANASANTPOINTRELIANCE 2.88

    4 3.96 1999 Wet Kalol /Ramol

    PE PCP

    3.14.04 RANASANTPOINTSHYAMIND. 1.30

    4 3.96 2001 Wet Kalol /Ramol

    PE PCP

    3.14.05 EPSWASNAUNIVERSALMETAL

    0.614 10.00

    (MDPE)

    2002 Wet Wasna

    3.14.06 GGS5BAGWATIGLASS 1.954 5.00 1993 PipelineAbandoned

    3.14.07 EPSNANDASANNIRMA 4.97

    4 4.36 1995 Wet Nandasan

    PE PCP

    3.14.08 EPSNANDASANSTERLING 2.84

    4 4.36 1995 Wet Nandasan

    PE PCP

    3.14.09 EPSNANDASANTOSTERLING(k) 0.52

    4 4.36 2002 Wet Nandasan

    PE PCP

    3.14.10EPSWADUPIONEER 0.35

    4 4.36 1996 Wet Wadu PE Sacrificial

    3.14.11 SANANDGGSJALARAM 1.17

    4 4.36 1996 Wet SANNDJLRA

    PE Sacrificial

    3.14.12 SHOBHASANCTFSAHJANAND 3.28

    4 4.36 1996 Wet MEHSOBCTF

    PE Sacrificial

    3.14.13 SAHJANANDP/LT/OASHOK/RAMESH 0.3594 4.36 1996 Wet MEH PE Sacrifi

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    TITLE Basic Engineering Design Basis Engineering Doc. No. Page 25 of 44

    MEC/23PH/05/28/M/001/001 Revision - 0

    P/LSl.No.

    Name Length(Km.)

    Size(NB)

    Thick.(mm)

    Comm.Year

    GASTYPE

    Source CoatingType

    CPTYPE

    SOBCTF cial3.14.14 SAHJANANDP/LT/O

    STANDARD 0.14 4.36 1996 Wet MEH

    SOBCTFPE Sacrifi

    cial3.14.15 Ankhi(Tap)Schott

    Glass 3.24 4.36 1995 Dry RLNG PE Sacrifi

    cial3.14.16 EkalbaraBelgium

    Glass 74 2000 Dry RLNG PE Sacrifi

    cial3.14.17

    Chitral(Tap)HNPL 5.24 5.36 1996 NonFunctional PE Sacrifi

    cial3.14.18 Masar(Tap)SavanaCeramic 2.752

    4 4.36 1996 Dry RLNG PE PCP

    3.14.19 SavanaCeramicGujaratGlass 0.124 4.36 1996 Dry RLNG PE PCP

    3.14.20DabkaJantaGlass 1.96

    4 4.80 2004 NonFunctional PE Sacrificial

    3.14.21 Gavasad(Tap)BellGranito/HaldyanGlass 0.9

    4 4.80 1995 Wet Dabka /RLNG

    PE Sacrificial

    3.14.22 Gavasad(Tap)SourashtraSolid 0.55

    4 6.40 2006 Wet Dabka /RLNG

    PE Sacrificial

    3.14.23 DabkaGGSHaldynGlass 0.9

    4 1995 NonFunctional PE Sacrificial

    3.14.24KanawaraGEAPAR 13

    4 6.40 1996 NonFunctional PE Sacrificial

    3.14.25 AsterSilicatetoPrabhat 0.15 4 4.78 3.14.26 LIMBODARAEPSAKASH 0.2

    Piggability : NonPiggable No.ofSVStation : DesignPressure : 6492Bar OperatingPressure : 1290kg/cm2 Coating(Internal) : None PNGRB : No

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    MEC/23PH/05/28/M/001/001 Revision - 0

    ProposedFacilities PipelineSize : 4NB TotalLength : Asperabovetable(Existing)(approx.) DesignClass : 600# DesignTemperature : (29C)to(+65C) OperatingPressure : 1290kg/cm2 PipeGrade : API5L,X42 CorrosionAllowances : 3.0mm PipeThickness : 7.1mm StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : None SVNos.&Locations : AsperP&ID(Retaincurrent,ifpossible) CPSystem : PCP3.15 4PipelineSections(150#,CarbonSteel) CurrentStatus

    P/LSl.No.

    Name Length(Km.)

    Size(NB)

    Thick.(mm)

    Comm.Year

    GASTYPE

    Source PNGRB CoatingType

    CPTYPE

    3.15.1KalolCollectorLineBVM

    1.704 4.78 1974 Wet Kalol No CoalTar PCP

    3.15.2 BIGS P/L toBIGSIndus 3.044 4.78 1969 Dry RLNG No CoalTar PCP

    3.15.3Vijapur U/GValve PT GMGB

    0.134 4.78 1990 Wet MEH_S

    OB_CTFNo CoalTar Sacrifi

    cial

    3.15.4TPointDudhsagar Santosh

    2.254 4.78 1990 NotWorking No NotWorking

    3.15.5BorosilP/L

    13.104 4.78 1994 Wet ANK /

    CPFGandh./RLNG

    Yes PE PCP

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    MEC/23PH/05/28/M/001/001 Revision - 0

    P/LSl.No.

    Name Length(Km.)

    Size(NB)

    Thick.(mm)

    Comm.Year

    GASTYPE

    Source PNGRB CoatingType

    CPTYPE

    3.15.6VNGLP/L

    0.804 4.78 1996 Wet CPF

    Gandh./RLNG

    No CTE PCP

    3.15.7 PragatiGlassP/L 1.504 6.35

    1992 Wet Anklshw

    arNo CTE PCP

    3.15.8 NeutralGlassP/L 1.104 6.35 1992 Wet Ankls. No CTE PCP

    3.15.9 GSFCP/L 2.30 4 6.35 1992 Wet Anklsh. No CTE PCP3.15.10 CYA.&CHEM.OlpadP/L 1.20

    4 4.78 2006 Wet Olpad No CTE Sacrificial

    3.15.11 NaharP/L 0.854 6.35 2002 Wet Nahar No PE Sacrifi

    cial

    3.15.12TPointDudhsagar Ronak

    0.502 4.78 1993 Wet MEH

    SOBCTFNo CoalTar PCP

    3.15.13 EPSWasna Sterling

    3.904

    10.00(MDPE)

    1997

    Wet Wasna No

    3.15.14NandasanEPS AkikTiles

    2.434 10.00

    (MDPE)

    1997 Wet Nandasan

    No

    3.15.15PaliyadTPSBhawani &Ajita

    0.234 10.00

    (MDPE)

    1997 Wet PALLIYAD

    No

    3.15.16ShobhasanCTF VimalOil

    3.824 10.00

    (MDPE)

    1997 Wet LIMBODARA

    No

    3.15.17Vimalterminal GMGB2

    1.504 10.00

    (MDPE)

    1997 Wet MEHSOBCTF

    No

    3.15.18 Tpoint MLC2

    0.284 10.00

    (MDPE)

    1997 NotWorking No

    3.15.19 EPS AkoljoniSapnaChe.

    3.404

    (MDPE)

    2003 NotWorking No

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    TITLE Basic Engineering Design Basis Engineering Doc. No. Page 28 of 44

    MEC/23PH/05/28/M/001/001 Revision - 0

    P/LSl.No.

    Name Length(Km.)

    Size(NB)

    Thick.(mm)

    Comm.Year

    GASTYPE

    Source PNGRB CoatingType

    CPTYPE

    3.15.20 HaryanaSheetGlass

    12.004 4.78 2003 Wet ANK /

    CPFGAN/RLNG

    Yes

    PE PCP

    3.15.21 KIM EPSP/L

    1.203

    (MDPE)

    2004 Wet KIMEPS No

    3.15.22MotwanP/L

    3.202

    (MDPE)

    2003 Wet Motwan No

    Piggability : NonPiggable No.ofSVStation : DesignPressure : 10.019.0Bar OperatingPressure : 0312kg/cm2 Coating(Internal) : None ProposedFacilities PipelineSize : 4NB TotalLength : Asperabovetable(Existing)(approx.) DesignClass : 600# DesignTemperature : (29C)to(+65C) OperatingPressure : 0312kg/cm2 PipeGrade : API5L,X42 CorrosionAllowances : 3.0mm PipeThickness : 7.1mm StationFacilities : AsperP&ID Coating(External) : 3LPE Coating(Internal) : None SVNos.&Locations : AsperP&ID CPSystem : PCP

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    TITLE Basic Engineering Design Basis Engineering Doc. No. Page 29 of 44

    MEC/23PH/05/28/M/001/001 Revision - 0

    3.14 CharacteristicsofNaturalGas

    When handled properly Natural Gas is a safe fuel. It is a nonpoisonous, nontoxiccombustible sourceofenergy.NaturalGas iscomposedessentiallyofmethanewithminorquantitiesofethane,propane,carbondioxideandtracesofhigherhydrocarbonsandoxygen.Ithasaspecificgravityof0.598whichmeansitisonly59.8%asheavyasairanditrisesundernormalatmosphericconditions.

    NaturalGascanbehazardousinthefollowingways

    From asphyxiation through overexposure to natural gas, usually in a confinedspace, caused by inadequate ventilation or mechanical or accidental failure ofequipment.

    Fromexplosionthroughanaccumulationofescapinggas,alsousuallyinaconfinedspace,beingignitedwhenmixedwithair.

    Fromfirethroughtheuncontrolledburningofgas,usuallyafteranexplosion.

    From overpressure through submitting gas facilities such as regulators, valves,gauges,etc,topressuresinexcessoftheirmaximumworkingpressure.

    The Gas Quality Characteristics for above said Natural Gas Pipelines are shownbelow

    KadiSource

    ComponentsofNaturalGas Mole%

    MethaneC1H4 80.0%

    EthaneC2H6 5.00%

    PropaneC3H8 5.00%

    ButaneC4H10 2.00%

    PentaneC5H12 2.00%

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    MEC/23PH/05/28/M/001/001 Revision - 0

    Hexane+C6H14+ 3.00%

    CarbonDioxideCO2 2.00%

    NitrogenN2 1.00%

    UnderaSource

    ComponentsofNaturalGas Mole%

    MethaneC1H4 72.1%

    EthaneC2H6 9.16%

    PropaneC3H8 9.62%

    ButaneC4H10 4.14%

    PentaneC5H12 0.75%

    Hexane+C6H14+ 0.26%

    CarbonDioxideCO2 3.87%

    NitrogenN2 0.10%

    MehsanaSource

    ComponentsofNaturalGas Mole%

    MethaneC1H4 70.080.0%

    EthaneC2H6 5.008.00%

    PropaneC3H8 2.007.00%

    ButaneC4H10 3.005.00%

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    MEC/23PH/05/28/M/001/001 Revision - 0

    PentaneC5H12 0.002.00%

    Hexane+C6H14+ 0.000.50%

    CarbonDioxideCO2 4.008.00%

    NitrogenN2 0.001.00%

    BharuchSource

    ComponentsofNaturalGas Mole%

    MethaneC1H4 96.93%

    EthaneC2H6 1.35%

    PropaneC3H8 0.50%

    ButaneC4H10 0.23%

    PentaneC5H12 0.00%

    Hexane+C6H14+ 0.33%

    CarbonDioxideCO2 0.55%

    NitrogenN2 0.11%

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    MEC/23PH/05/28/M/001/001 Revision - 0

    4.0 FACILITYPLANNED4.1 PipelineMaterial

    Pipeline&itsappurtenancesshallbeprovidedwithcarbonsteelmaterialsuitablefortheintendedserviceasindicatedabove.

    LinePipe

    LSAW/ERW,LinepipeshallconfirmtoAPISpecification5L,PSL2Quality. ThegradeoflinepipeshallbeAPI5LGr.X70/60/42.PipewallthicknessshallconfirmtoASMEB31.8and shallalsomeet the requirementofOISD226/PNGRBRegulation. At rivercrossinghigherwallthicknessshallbeused.

    PipelineFittingandFlanges

    All pipeline materials such as pipe, valves, flanges and fittings etc. shall be of class600#/300#/150#asperrequirement.

    MainlineValves/StationValves

    AllmainlinevalvesarefullboreAVtypeanddesignedasperAPI6DandAPI6FA/API607firesafedesignrequirements.TheStationvalvesarereducebore/fullboreanddesignedasperAPI6DandAPI6FA/API607firesafedesignrequirements.

    Isolationvalveinmainlineshallbebuttweldedtype. Flanges,TerminalPipes&Fittings

    All aboveground piping system shall be seamless pipes of equivalent grade to match600#/300#/150#pressureand temperature ratingasper requirement. All fittingsshallconformtoANSI600#/300#/150#asperrequirement.

    BallValves

    Allballvalvesforterminalsshallbefullbore/reduceboretypeandshallbedesigned inaccordancewith API 6D.Underground ball valve shall havewelded configuration andabovegroundstationvalvescanbeaboltedconfiguration.

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    MEC/23PH/05/28/M/001/001 Revision - 0

    FlowTees

    Allbranchconnectiononthemainline,whicharegreaterthan40%ofmainlinewouldbeprovidedwith flow tees toallow smoothpassageofpigs.Flow teesmaterialwouldbesameasthatoflinepipe.

    InsulatingJoint Insulating joints would be provided at transition point of aboveground & underground

    portionofpipelineforelectricalisolation.Thesewillbemonoblocktypesuitableforbothabove/undergroundinstallations.

    LRBends

    Coldfieldbendsshallbeinaccordancewithcodesbutinnocasewitharadiusbelow40timesdiametersfor24NB&notradiusbelow30timesdiametersfor16NBpipeline&21timesdia.For8NB&4NBpipeline.

    Induction bend shall only be used wherever space constraint is there. However atstationsitcanbeused.

    4.2 PipelineExternalCorrosionProtection

    ThreelayersofPECoatingshallbeprovidedforthepipeline. Temporary Cathodic Protection shall be provided to take care during construction

    period. ImpressedCurrentbasedpermanentCathodicProtectionSystemshallbeprovided. Plotsforanodebedforaservicelifeof30yearsshallbeprovidedbytheclient.

    5.0 PIPELINECONSTRUCTIONMETHODOLOGYANDCONSUMERCONNECTIVITY

    Pipelineshallbeconstructedasperrelevantstandardandcodes.

    IsolationValveshallbeprovidedateach2.5kmdistance,sothatifanyconsumercomesgascanbeprovidedandpartiallyconstructedpipelinecanbecommissionedbyclosingtheisolationvalve.

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    MEC/23PH/05/28/M/001/001 Revision - 0

    5.1 MainPipeline

    Incaseofsoftsoil,conventionaltrenchingandbackfillingcanbeconsideredforlayingofpipeline.

    Incaseof sub surfaceencounteredbeingweathered rock,aminimumof150mm thicklayerofsoftbackfillmaterialshallbeprovidedallaroundthepipelinepriortobackfillingthe trenchwithexcavatedmaterial.Whereblastingcannotbecarriedoutdue tocloseproximityofexisting facilities,mechanicalequipment for rockexcavation canbeused.Conventionaltrenchingandbackfillingusingtrenchingmachinehasbeenconsideredforlayingofthepipelineinthesoftsoilareasotherthandescribedabove.

    The type of corrosion coating selected (PE) for the pipeline has adequatemechanicalpropertiestowithstandthehardsurfacefeatures.Atypicalcoverofone(1)meteroverthetopofpipelineisconsidered.

    5.2 PipelineCrossings

    a) Rail

    Railway linesshallbecrossedbyboringmethod. Approvalofdesignsandconstructionmethodologyshallbeobtained fromconcerned railwayauthorities. Pipelineat railwaycrossing shall be providedwith casing pipe. The carrier pipe shall be installed insidecasingpipe. Thecasingpipeshallbe threenominalsizes larger thancarrierpipe. Theminimumclearcoverat thecrossingabove topofpipelineshallbe1.7m. Thecrossingangle shall be as close to 90 as possible. The railway crossing shall complywith therequirementofAPI1102and IndianRailwayauthorities.Casing insulatorandsealsshallbeprovidedtoisolatecarrierandcasingpipes.

    b) Road&Canal Roadcrossing shallcomplywith the requirementofAPI1102and requirementsof the

    concernedroadauthorities. PipelineatNationalHighwaysandStateHighwaysCrossing

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    MEC/23PH/05/28/M/001/001 Revision - 0

    (whereverrequired)shallbeprovidedwith thecasingpipe. Metalledroadsother thanthenationalhighwaysandstatehighwaysshallbecrossedbyopencutmethod.Howeveratlocationswhereitisnotpossibletocrosstheroadbyopencutmethodboring/jackingmethodshallbeused.Nocasingpipeshallbeconsideredatsuchlocations.Allthecarttracks crossings shall be carried out by open cutmethod. The road crossing shall beprovidedwithminimumcoverof1.2mmeasuredfromtopofthecarrierpipe.

    Irrigation land canals shall be crossed by boring method wherever required by the

    statutoryauthorities.Allotherminorcanalsandnalacrossingsshallbecarriedoutwithconventionalopencutmethodunlessdirectedotherwisebyconcernedauthorities.Thecanal/drain/nalaandditchescrossingsshallbeprovidedwithaminimumclearcoverof1.5m.

    c) RiverCrossing Allriverscrossingareproposedtobecrossedbyconventionalopencutmethodexcept

    for the rivers specifically proposed to be crossed by HDD Method. Pipeline shall beinstalledapprox.1.5m (for rocky) /2.5m (fornormal soil)below the lowestbed level.Lowestbedlevelshallbecalculatedaftergivingdueconsiderationtoscourdepthofsuchwatercrossings.

    Thelinepipeshallbeconcretecoated,ifrequiredtosufficientnegativebuoyancy.

    Atallmajorcrossingtwonos.ofHDPEconduitsshallbe laid insteelcasingpipetotakecareoffuturerequirement.

    6.0 SCADA&Telecommunication TheobjectiveofSCADA&Telecommunicationsystem istoensureeffectiveandreliable

    control, management and supervision of the pipeline from centralized location usingRemote Terminal Unit (RTU) at different location of the pipeline section. Dedicated

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    MEC/23PH/05/28/M/001/001 Revision - 0

    Telecommunicationsystemshallbeimplementedforoperation,monitoring,controlandmaintenanceofthepipeline.

    GAILhasdesire to replace inphasemannerapproximately460KmofGaspipeline for

    safeoperation inGujaratRegionconsistingofnetworkforconsumersconnectivityfrom4to16spreadallacrossGujarat.

    The existing pipelines are having dedicated SCADA system for effective and reliable

    Control, Management and Supervision of pipelines. Dedicated OFC basedTelecommunication network implemented for Voice & Data connectivity of thesepipelines.GAIL ispresentlyMonitoring&Controlmostof thesepipeline&oldpipelinethroughCentralisedSCADAsystemsupplied&Commissionedby M/sYokogawahavingMasterControlStations(MSs)locatedatGAIL,NoidaandBackupControlStation(BCS)atJaipur.SomeofthepipelinenotmigratedincentralizedSCADAsystemispresentlyhavingitsowndedicatedSCADAsystemandlikelytobeconnectedtoCentralisedSCADAsysteminphasemanner.

    AtpresentMS&BMSbe interlinkedwithRemoteTelemetryUnits(RTUs) locatedalong

    the pipeline by dedicated optical fiber communication system (24 fibre Optical FiberarmouredCable asper ITUTG652 (18 fibre)&asper ITUTG655 (6 fibre)andSDHbased telecomequipmentandLeased line link.Similarphilosophywillbe implementedforallpresentaswellasfuturepipelines.

    As Most of the terminal facilities are not included in the present replacement, the

    existingequipmentsforSCADA&TelecommunicationSystemwillbeusedformonitoring&controlofthereplacedpipelinesandifrequiredforoldpipelinefacilities(tobedecidedby GAIL). However the dedicated Optical Fibre Cable (OFC) shall be laid by blowingtechniqueinHDPETelecomDuctforVoice&Dataconnectivity.

    Foranynewpipeline/spurpipelinesimilarphilosophywillbeadoptedandimplemented.

    Allnew terminal /SV locationsRemoteTelemetryUnits (RTU) shallbeconsideredand

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    MEC/23PH/05/28/M/001/001 Revision - 0

    interfaced with Centralised SCADA system of GAIL. For Telecom connectivity of newpipeline / spur pipeline apart from laying of dedicated OFC, new SDH equipment(minimumSTM1equipmentstoSTM4/16asperrequirements)shallbeprovidedandhookupwiththeexistingOFCbasedTelecomnetworkforVoice&Dataconnectivity.Asper present design philosophy alternate SV will be consider for remote operationhoweveralltheSVwillhaveactuatorsforremoteoperationsinfuture.

    Present existing Centralised SCADA system is based on the concept of Open system

    Interconnect (OSI)architecturemaximizing theuseof internationalstandard interfaces.Each functional server is redundant and connected to both systems LANs in a hotstandbyconfiguration.TheSCADAsystemcommunicatestoindividuallyIPaddressedRTU/DeviceondedicatedOFCnetwork.Backupcommunication linkbetweenMS,RWSandBCSareprovidedbyIndependentleasedline.TheMShavethecompleteSCADAdatabaseincludingtherealtimedatabaseandintegratedalarm/eventmanagementsummaryforoveralloperationsmanagement&controlfortheentirepipelinenetwork.

    TheSCADAsystemiscompletelyredundantindesign,builtofdualredundantmodulesor

    sub systems, like servers, networks,workstations, communication equipment, printersand storage devices. The HMI workstations at BCS and other RWS provide completeSCADAHMIcapabilityand access the MS as remote clients. Each RTU of remotelocationswillhavedualEthernet communicationports (configurable independently) tointerfaceon TCP/IP communication with SCADA system on multidroppedenvironment.ThatmeansRTUcancommunicate toSCADAatsame timewithboth theports independently.

    APPSSystem ExistingAPPSsystemshallbeextendedfornew/replacementpipeline/spurpipeline.All

    necessaryhardware&softwareshallbeprovidedbyGAILthroughexistingOEM.

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    DataCommunicationatRemoteConsumerNotHavingControlRoomBuilding: At remoteconsumerendwherecontrol roombuildinghasnotenvisagedand required

    real time process data to Centralised SCADA system, following philosophy will beimplemented:

    At remote smallormedium consumerswillhavemetering skidwith FlowComputers;

    processdata from FlowComputers connected to nearestRTU receiving stations / SVstation / IP stations using IP Ethernet to serial to OFC connectivity. If power is notavailablesmallsolarpowerwithbatterybankshallbeconsidered.

    Telecommunication To facilitate the operation, monitoring, control and maintenance of the pipeline,

    dedicated telecommunication system/ network is proposed to be installed along forpipeline.TheexistingTelecommunicationsystemcomprisesofSDH/PDH/IPbasedOFCnetworksystemalongwiththepipelineto facilitateproperoperational&managementcontrolofthepipeline.

    OpticalFiberCable24FiberarmouredasperITUTG652(18fibre)&asperITUTG655

    (6 fibre) is laid by Blowing Technique in 40 mm PLB HDPE Telecom duct in samepipelinetrench.Atcrossingadditionalductareprovidedforfutureuse.ThisOFCnetworkisintegratedwithexistingPipelineOFCNetworkofGAILforSCADA&Telecommunicationconnectivityatinterfacingstations.

    AdedicatedEPABXSystemavailabletomeettheoptimumoperation,maintenanceand

    safety requirementsofpipeline.Thiswillprovides various facilities suchas voice,dataandvideocommunicationfacilitiesamongthevariousattendedandunattendedstationsof the pipeline. The terminal facilitieswill have EPABX systemwithMDF including allgateways and telephones such as ordinary, explosion proof, digitalwithWork station(NetworkManagementCenter), screens,all softwareandaccessories,printer installed.

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    Acoustic Telephone Booth with beacon, Weather proof Telephones are installed atselectivelocationasperrequirements.PhonesinstalledatReceiving,Despatch,SVandIPstations.

    Similarphilosophyshallbeimplementedforthenew/replacedpipelinesandinterfaced

    withexistingfacilities. Presently CCTV System not installed in any of the present lines considered for

    replacement. If decided byGAIL, new CCTV systemwill be implemented subjected toavailabilityofbandwidth.

    7.0 ELECTRICALFACILITIES Theworkwillinvolvethesupplyofpowerforthefollowingactivities.

    a. TCPb. Telecommunicationload.c. Instrumentationd. Indoor&Outdoorlighting&othernoncriticalload&utilities.e. Firedetectionandalarmsystem

    8.0 CIVIL/STRUCTUREFACILITIES

    i) Controlroombuilding.ii) Geotechnicalsurvey.iii) Civilworkatdispatchterminal,SVstation&DRSwhich includesboundary

    wall,Areafencing&gates,pipessupport&equipmentfoundation,canopyforfieldmountedinstrumentsetctobecarriedout.

    9.0 FIREFIGHTINGFACILITIES

    New firefighting facilities such as static firefighting equipment (HandAppliances),DCP/CO2/Cleanagent type fireextinguisheratDespatchTerminalandDRSshallbeinstalled.AllremoteoperatedunmannedstationshallbeprovidedwithCO2floodingsystemandallmannedstationshallbewithFM200firesuppressionsystem.

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    10.0 LISTOFSTANDARDSAmericanSocietyOfMechanicalEngineers ASMEB31.8 : GasTransmissionandDistributionPipingSystemASMEB31.8S : ManagingSystemIntegrityofGasPipelinesASMEB31G : ManualfordeterminingtheremainingofcorrodedpipelinesASMEB31Q : PipelinePersonnelQualificationASMEB16.25 : GasTransmissionandDistributionPipingSystemASMEB16.9 : FactoryMadeWroughtIronSteelButtWeldingFittingsASMEB31.3 : ProcessPipingASMEB16.5 : PipeFlangesandFlangedFittingsASMEB16.9 : FactoryMadeWroughtSteelButtWeldingFittingsASMEB16.10 : FacetoFaceandEndtoEndDimensionsofValvesASMEB16.11 : ForgedFittings,SocketWeldingandThreadedASMEB16.20 : MetallicGasketsforPipeFlangesRingJoint,SpiralWoundandJacketed.ASMEB16.21 : NonMetallicFlatGasketsforPipeFlangesASMEB16.25 : ButtWeldingEndsASMEB16.28 : WroughtSteelButtWeldingShortRadiusElbowsASMEB16.34 : ValvesFlanged,Threaded&WeldingEndsASMEB16.36 : OrificeFlangesASMEB16.47SeriesA : LargeDiameterSteelFlangesNPS26throughNPS60ASMEB18.2.1 : SquareandHex.BoltsandScrewsASMEB18.2.2 : SquareandHex.NutsASMEB31.3 : ProcessPipingASMEB36.10M : WeldedandSeamlessWroughtSteelPipeASME Boiler &Pressure VesselCodeSectionIX

    :

    Qualification standard forweldingandBrazingprocedures,welders,brazes,andweldingandbrazingoperators

    ASME Boiler &Pressure VesselsCode SectionII PartC

    : SpecificationsforWeldingRods,Electrodes,andFillerMetals

    ASME Boiler &Pressure VesselCodeSectionV

    : NondestructiveExamination

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    ASME Boiler &Pressure VesselCodeSectionII

    : MaterialsPartAFerrousMaterialsSpecifications

    AmericanPetroleumInstitute(API)

    APISpec5L : SpecificationforLinePipe

    APIRP1102 : RecommendedPracticeforLiquidPetroleumPipelinesCrossingRailroadsandHighwaysAPIStd1104 : StandardforWeldingPipelineandRelatedFacilitiesAPIRP1110 : RecommendedPracticeforthePressureTestingofLiquidPetroleumPipelinesAPIStd607 : FireTestforSoftSeatedQuarterTurnValves

    APIRP500 : RecommendedpracticeforclassificationoflocationsofElectricalinstallationsatPetroleumFacilitiesclassifiedasClassI,Div.1and2.

    API6D : Specificationforpipelinevalves(Gate,Plug,Ball,andCheckvalves)Spec6FA : SpecificationforFireTestforValvesSTD590 : SteelLineBlanksSTD594 : CheckValves,Wafer,WaferLugandDoubleFlangedTypeSTD598 : ValveInspectionandTestingSTD600 : SteelGateValvesFlangedorButtWeldingEnds,BoltedandPressureSealBonnetsSTD602 : CompactSteelGateValvesFlanged,Threaded,WeldingandExtendedBodyEnds.STD607 : FireTestforSoftSeatedQuarterTurnValves

    BritishStandardInstitute

    BS1868 : Steel Check Valve (Flanged and ButtWelding Ends) for Petroleum, PetroChemicalandAlliedIndustries

    BS1873 : SteelGlobe,GlobeStopandCheckValves (FlangedandButtWeldingEnds)forthePetroleum,PetrochemicalandAlliedIndustries

    BS5154 : CopperAlloyGlobe,GlobeStopandCheck,CheckandGateValves

    BS5351 : SteelBallValvesforPetroleum,PetrochemicalandAlliedIndustries

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    BS5352 : SteelWedgeGate,GlobeandCheckValves50mmandSmallerforPetroleum,PetroChemicalandAlliedIndustries

    BS6755PartI : TestingofValvesPart1:ProductionPressureTestingRequirements

    BS6755Part2 : TestingofValvesPart2:SpecificationforFireTypeTestingRequirements.

    EN2889 :Specificationandapprovalofweldingproceduresformetallicmaterialspart9.Weldingproceduretestforpipelineweldingonlandandoffshoresitebuttweldingoftransmissionpipeline

    NDBEN1594 : Gassupplysystemspipelineformaximumoperatingpressureover16barFunctionalrequirements

    NBNEN102082 : SteelpipesforpipelinesforcombustiblefluidsTechnicaldeliveryconditionsPart2

    ISO155901 : InternationalStandard forPetroleumandnaturalgas industries Inductionbends,fittingsandflangesforpipelinetransportationsystems

    DIN30672 : Coatings of corrosion protection tapes and heatshrinking products forpipelinesforoperationaltemperaturesupto50C

    SEL0721stEdition : UltrasonicallytestedheavyplateDIN20670 : PolyethylenecoatingsforsteelpipesandfittingsDIN2413PartII : DesignofsteelbendsusedinpressurepipelinesISO/TR5168 : MeasurementoffluidflowEvaluationofuncertainties

    OilIndustrySafetyDirectorate(OISDStandards)

    OISDGDN115 : GuidelinesonFireFighting,EquipmentandappliancesinPetroleumIndustryFire ProtectionManual: : FireEngines,TrailerPumpsandHydrantSystems

    OISDStandard141 : Design and construction requirements for cross country hydrocarbonpipelinesOISDStandard118 : LayoutsforoilandgasinstallationsOISDStandard226 : NaturalGasPipelinesandCityGasDistributionNetworksOISDSTD105 : WorkPermitSystem

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    OISDStandard138 : InspectionofcrosscountrypipelinesOnshoreOISDStandard113 : Classification of Area for electrical installations at Hydrocarbon processingandhandlingfacilities

    OISDStandard117 : FireProtectionFacilitiesforPetroleumDepots,Terminals,PipelineInstallationsandLubeOilInstallations

    OISDStandard142 : InspectionofFireFightingEquipments&Systems

    OISDStandard189 : StandardOnFireFightingEquipmentForDrillingRigs,WorkOverRigsAndProductionInstallations

    OISDStandard163 : Processcontrolroomsafety

    OISDStandard192 : SafetyPracticesDuringConstruction

    OISDStandard207 : ContractorSafetyDuringConstructionOISDStandard233 : GuidelinesoninspectionofNonpiggablepipelines AmericanSocietyforTestingandMaterials(ASTM)

    ASTMA82 : StandardSpecificationforSteelWire,Plain,forConcreteReinforcement

    ASTMA185 : Standard Specification for Steel Welded Wire Fabric, Plain, for ConcreteReinforcementASTME92 : StandardTestMethodforVickersHardnessTestingofMetallicMaterialsASTME94 : StandardPracticeforRadiographicTestingASTME165 : StandardPracticeforLiquidPenetrateInspectionMethodASTME709 : StandardGuideforMagneticParticleExaminations

    ManufacturersStandardizationSociety(MSS)

    MSSSP75 : SpecificationforHighTestWroughtWeldingFittingsMSSSP6 : StandardFinishesforContactFacesMSSSP9 : SpotFacingforBronze,IronandSteelFlangesMSSSP25 : StandardMarkingSystemsforValves,Fittings,FlangesandUnion

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    AmericanGasAssociation(AGA)StandardsAGA7 : MeasurementofNaturalGasbyTurbineMeterAGA8 : CompressibilityFactorofNaturalGasandRelatedHydrocarbonGasesAGA9 : MeasurementofGasbyMultipathUltrasonicMeters