103479425 II Pipeline Design Codes and Standards MSG

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    Pipeline Design

    Slide Number - 2 of 77Engineers India LtdDelivering excellence throug h people

    ENGINEERS

    INDIA LIMITED

    EPC and Total Solutions

    Consultancy Organization

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    Petroleum Refineries

    Petrochemicals

    Pipelines

    Offshore Platforms

    Gas Processing

    Metallurgy

    Ports & TerminalsHighways and Airports

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    HEAD OFFICE NEW DELHI

    REGIONAL OFFICES VADODARA, CHENNAI

    KOLKATA

    PROCUREMENT OFFICES MUMBAI

    SITE OFFICES 29 LOCATIONS (INDIA)

    9 LOCATIONS (OVERSEAS)

    INSPECTION OFFICE 10 LOCATIONS

    OVERSEAS OFFICES LONDON, LIBYA ABU DHABI,

    ITALY, SAUDI ARABIA , QATAR,

    KUWAIT

    EIL OFFICES

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    PIPELINE DESIGN

    SERVICES OFFERED BY EIL

    Project Implementation Services Feasibility Studies

    Project Management

    Planning & Scheduling

    Process Design Detailed Engineering

    Procurement Services

    Construction Management

    Commissioning and PlantStart-up Assistance

    Specialist Services

    Heat & Mass Transfer Equipment

    Design

    Environment Engineering

    Information Technology Services Specialist Materials and

    Maintenance Services

    Plant Operation & Safety

    Risk AnalysisAdvanced Control & Optimization

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    PIPELINE DESIGN

    DESCRIPTION CLIENT YEAR SIZE LENGTH

    (KM)

    SERVICES

    HAZIRA-BIJAIPUR-

    JAGDISHPUR (HBJ)

    GAIL 1989 36/30/24/18 1800 NATURAL GAS

    MAQTA-AL-AIN PIPELINE ADNOC 1992 30 /12 166 NATURAL GAS

    KANDLA-BHATINDA IOCL 1996 22/14/10 1443 MULTIPRODUCT

    GAS REHABILITATION &

    EXPANSION PROJECT

    (GREP)

    GAIL 1998 36 505 NATURAL GAS

    MUMBAIMANMAD BPCL 1998 18 260 MULTIPRODUCT

    VIZAG-VIJAYWADA HPCL 1998 18 360 MULTIPRODUCT

    JAMNAGAR-LONI LPGPIPELINE

    GAIL 2001 16/14/12/8/6

    1235 LPG (LIQUIFIEDPETROLIUM GAS)

    COCHINKARUR PIPELINE PETRONET 2001 18 /14 289 MULTIPRODUCT

    Major Onshore Projects (Completed)

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    PIPELINE DESIGN

    DESCRIPTION CLIENT YEAR SIZE LENGTH

    (KM)

    SERVICES

    VIZAGSECUNDERABAD LPG

    PIPELINE

    GAIL 2002 12/10 600 LPG (LEQUIFIED

    PETROLEUM GAS)

    MANMAD-MANGALAYA PIPELINE BPCL 2003 14 358 MULTIPRODUCT

    MANGALORE-BANGLORE HPCL 200324 /20

    364 MULTIPRODUCTDAHEJVIJAIPUR PIPELINE GAIL 2003 42 610 REGASIFIED LNG

    INTER REFINERIES PIPELINES

    PROJECT, ABU DHABI TAKREER 2004

    10

    12

    16

    230

    230

    208

    NAPHTHA,

    MULTIPRODUCT & SRR

    MANGALAYA-BIJWASANPIPELINE

    BPCL 2006 16/8 775 MULTIPRODUCT

    MUNDRA-DELHI PIPELINE HPCL 2006 18/16 1050 MULTIPRODUCT

    Major Onshore Projects (..contd) (Completed)

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    DESCRIPTION CLIENT YEAR SIZE LENGTH(KM)

    SERVICES

    PUNE SOLAPUR PIPELINE HPCL 2007 14 / 12 182 / 161 MULTIPRODUCT

    DABHOL PANVEL PIPELINE

    PROJECT (PH-I)

    GAIL 2007 30 187 REGASIFIED LNG

    DABHOL PANVEL PIPELINEPROJECT (PH-II)

    GAIL 2007 30 120 REGASIFIED LNG

    PIPELINE DESIGNMajor Onshore Projects (contd)

    (Completed)

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    DESCRIPTION CLIENT YEAR SIZE LENGTH

    (KM)

    SERVICES

    VIJIPUR DADRI BAWANA PIPELINE

    (VDBPL)

    GAIL 2009 48/ 36/

    20

    500/ 38/ 55 REGASIFIED LNG

    MUNDRA BATHINDA PIPELINE

    (MBPL)

    HMPL 2009 28/ 30 424/ 590 CRUDE OIL

    BINA KOTA PIPELINE BPCL 2009 18 257 MULTI PRODUCT

    VADINAR BINA PIPELINE BORL 2009 24 935 CRUDE OIL

    NUMALIGARH SILIGURI PIPELINE OIL 2009 16 400 MULTI PRODUCT

    COMPRESSOR STATIONS GAIL --- --- --- REGASIFIED LNG

    IN-FIELD PIPELINES OF BOMBAY-HIGH, BASSEIN, HEERA, NEELAM, PANNA, MUKTA.

    PIPELINE DESIGNMajor Onshore Projects

    (Current)

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    PIPELINE DESIGN

    SECTION-1

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    PIPELINE DESIGN

    CONTENTS

    INTRODUCTION Modes of Transportation Benefits of Pipelines

    PIPELINE DESIGN Stages of Pipeline Project Codes and Standards Design Installation, Testing & Commissioning

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    PIPELINE DESIGN

    Oil and Gas Production in India

    OIL 33 MMTPA

    (ONGC, OIL, CAIRN, RIL)

    GAS 115 MMSCMD

    (ONGC, GAIL, OIL, GSPC, RIL)

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    Refining Scenario- India

    70

    149

    235

    302

    0

    50

    100

    150

    200

    250

    300

    350

    1998-99 2006-07 2011-12 2016-17

    (M

    MT)

    Source: Report of Working Group on P&NG Sector for the XI Plan

    (Actual) Year

    Capacity - 2006-07

    NOC105.5 MMT

    Others- 43.5 MMT

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Modes of Hydrocarbon Transportation - India

    Pipelines 32%

    Road Tankers 32%

    Rail Tankers 26%

    Water Carriers 10%0%

    5%

    10%

    15%

    20%

    25%

    30%

    35%

    % Share

    Pipelines

    Road Tankers

    Rail Tankers

    Water Carriers

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    PIPELINE DESIGN

    Benefits of Transportation by Pipelines

    Safer mode of transportation

    Environment friendly

    Least energy requirement

    Lowest maintenance costs Minimal impact on land use pattern

    Negligible loss of product in transit

    High reliability

    Multi-product Transportation

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    PIPELINE DESIGN

    Energy Savings

    Energy Intensity for Various Modes

    0.8

    0.51

    3.2

    0.81.1

    2

    0

    0.5

    1

    1.5

    2

    2.5

    3

    3.5

    4

    Liquid-Pipelines

    Liquid-Coastal

    Liquid-Trains

    Liquid-Trucks

    Coal-Trains

    Coal-Coastal

    N.Gas-Pipelines

    E

    nergyConsumptionin%o

    fenergy

    Transpo

    rted

    Pipel ines are the most energy eff ic ient modes of transpo rtat ion

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    ECONOMICS OF PIPELINE TRANSPORTATION

    Transmission losses

    0 0.1 0.2 0.3 0.4 0.5

    % Loss of Total Volume Transported

    Pipelines

    Rail/Road

    Losses During Transportation

    Transm issio n los ses are lowest in Pipel ines

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    PIPELINE DESIGN

    Products Transported

    Crude Oil

    Petroleum Products (MS, HSD, ATF, SKO)

    Water & Effluents

    LPG Natural Gas

    Slurries

    S G

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    PIPELINE DESIGN

    Types of Pipelines

    ONSHORE (LAND) & OFFSHORE

    (SUBMARINE) PIPELINES

    Trunk Pipelines

    Spur/ Branch Pipelines

    Marine Offloading Terminals & Outfalls

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Capital cost: Typical breakup

    Liquid Lines Gas Lines

    1 Survey, ROW & Compensation 2% 1%

    2 Line Pipe Steel Cost 33% 45%

    3 Main line materials 2% 3%

    4 Coating of Pipes 11% 6%

    5 Mainline Construction 33% 25%

    6 Cathodic Protection 1% 1%

    7 Telecommunication, SCADA and RCPs 5% 2%

    8 Pump / Compressor Stations 5% 12%

    9 Delivery Terminal facilities 2% 1%

    10 Project Management 5% 4%

    11 SubTotal 100% 100%

    Item DescriptionSr No. Percentage ofCapital

    Cost.

    .

    .

    . . . . .

    Pipes, pr ime-overs and construc t ion cons t i tu te big t icket i tems

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Marine Offloading Terminal

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Open sea Jetty

    PIPELINE DESIGN

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    PIPELINE DESIGN

    KEY PLAN

    LEGEND

    MADHYA PRADESH

    RAJASTHAN

    DADRI

    JAGDISHPUR

    UTTAR PRADESH

    ANOLA

    SHAHJAHANPUR

    AURAIYA

    BABRALA

    ANTA

    BIJAIPUR

    JHABUA

    INDIA

    COMPRESSOR STATION

    RECEIVING TERMINAL

    DESPATCH STATION

    GUJARAT

    HAZIRA

    DELHI

    N

    GADEPAN

    ARABIANSEA

    HBJ GAS PIPELINE NETWORK

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Major Pipelines in India

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Pipeline Construction Video

    Video for Mangalore Bangalore Pipeline

    PIPELINE DESIGN

    http://localhost/var/www/apps/conversion/IIPM/Documents%20and%20Settings/raybk/Local%20Settings/Temp/Mangalore-Bangalore%20Pipeline%20Constr.wmvhttp://localhost/var/www/apps/conversion/IIPM/Documents%20and%20Settings/raybk/Local%20Settings/Temp/Mangalore-Bangalore%20Pipeline%20Constr.wmv
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    PIPELINE DESIGN

    SECTION-2

    PIPELINE DESIGNCODES AND

    STANDRADS

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Stages of Pipeline Project

    Conceptualization

    Establish Requirement

    Evaluate Alternatives

    Finalize the Concept

    Feasibility Study

    Pipeline Route Study and Selection

    Hydraulic Studies and Optimization

    Establish Project Cost

    Project Implementation Scheme

    Environmental Impact Assessment & Risk Analysis

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Stages of Pipeline Project

    Basic Engineering

    Process Design and Sizing

    Optimization Studies

    Route Surveys and Investigations

    Detailed Engineering

    Engineering Design Basis

    Route Engineering and Engineering Analysis

    Specifications and Job Standards

    Engineering for Procurement

    Installation Engineering and Construction Procedures

    PIPELINE DESIGN

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    PIPELINE DESIGNMajor Codes & Standards

    Code/Standard Title

    ASME B 31.8 (2003) Gas Transportation and Distribution Piping SystemsASME B 31.4 (2006) Pipeline Transportation Systems for Liquid Hydrocarbons and other

    Liquids

    OISD-141 (2003) Design and Construction Requirements for Cross-Country

    Hydrocarbon Pipelines

    OISD-214 (2006) Cross-Country LPG Pipelines

    OISD-226 (2007) Natural Gas Transmission Pipelines and City Gas DistributionNetworks

    API 5L / ISO 3183 : 2007 Specification for Line Pipe

    API RP1102 Recommended practice for Rail and Highway crossings

    API 1104 Standard for welding pipeline and related facilities

    API 6D / ISO 14313 Pipeline Valves

    DNV OS-F101 Submarine pipeline systems

    Other References Applicable Standards / Specs of ASME, API, NACE, MSS, BS and

    DIN

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Major Codes & Standards

    Type of Crossing Approval Authority

    ROU & Land Acquisition Central/State Govt. as applicable

    (As per PMP Act 1962)

    National Highway Crossings NHAI

    SH/ MDR/ ODR Crossings PWD

    Railway Track crossings Indian Railways

    Crossing through Forest land Forest Authority

    River/Canal crossings Irrigation/Canal Authority

    LIST OF SOFTWARES USED IN PIPELINE

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    CAESAR-II

    AUTOPIPE

    IPMCS

    MRPACK SORPS

    PIPECALC

    OFFPIPE PRISE

    PIPECROSS

    LIST OF SOFTWARES USED IN PIPELINE

    ENGINEERING

    PIPELINE STUDIO

    TGNET

    TLNET

    HYSIS

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    Optimal sizes of various capacities

    Econom y of scale

    PIPELINE DESIGN

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Route Selection

    Rout ing Considerat ions Pipeline length

    Obstructions & Sensitive areas

    Installation Limitations

    CrossingsSurveys

    Topographical

    Geo-technical

    Population Density Index Soil Resistivity

    Cadastral

    PIPELINE DESIGN

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    :

    :

    .

    .

    .

    - - . -

    :

    BHATINDACh. 1012.67 km

    1. PIPELINE RO UTE SHOW N IS INDICATIVE ONLY.

    LEGEND:

    PROPOSED MUNDRA-BHATINDA PIPELINE (28" NB)

    RECEIPT TERMINAL

    DESPATCH TERMINAL AND PUMPING STATION

    NOTES:

    PROPOSED PIPELINE

    INTERMEDIA TE PIGGING STATION (IP)

    INTERMEDIA TE PUMPING STATION (IPS)

    IPS-F

    Ch. 226.72 km

    JORAWARPURACh. 313.63 km

    JUDCh. 593.88 km

    RANSISARCh. 855.01 km

    MUNDRACh. 0.00 km

    GAILAWASCh. 527.87 km

    2. CHAINAGES INDICATED ARE APPROXIMATE. JHEKDA

    IPS-1

    IPS-F

    IPS-2

    IP-1 & IPS-F

    FUTUR E PUMPIN G STATION (IPS-F)

    PIPELINE DESIGN

    Typical Pipeline Route Map

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    PIPELINE DESIGN

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Material Selection & Corrosion Control

    Assessment Nature of the Product

    Design Life

    Product Temperature

    Corrosion Protect ion

    Material Chemistry

    Internal Coatings

    Product Conditioning

    Corrosion inhibitors

    Corrosion Allowance

    Materials Carbon Steel (CS)

    NACE Carbon Steel

    CRA Clad CS

    CS with internal

    Coatings

    Non-Metallic

    Materials

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Design and Analysis

    Wall Thickness Calculations

    Anti-Buoyancy Measures

    Piping Stress Analysis

    Buried Pipeline Analysis

    Crossing Design

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    PIPELINE DESIGN

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    PIPELINE DESIGN

    Line Pipe Selection

    Line Pipe Selection Parameters

    Thickness and Grade

    Selection

    Handling andTransportation (d/t ratio)

    Type of LinePipe

    Installation Requirements

    Type of Line Pipes

    Seamless

    Electric Welded

    Longitudinal SeamSubmerged-Arc Welded

    (LSAW)

    Helical Seam Submerged-

    Arc Welded

    (HSAW)

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Line Pipe Application

    Submarine Pipelines

    Seamless Pipes

    (upto & including 16)

    LSAW Pipes(18 & above)

    Onshore Pipelines

    Seamless Pipes

    (upto & including 8)

    LSAW Pipes(16 & above)

    HSAW Pipes

    (18 & above)

    EW Pipes

    (4 - 18)

    PIPELINE DESIGN

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    Manufacturing of Helical PipesPIPELINE DESIGN

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Anti-corrosive Coatings Coal Tar Enamel Coatin g (BS 4164, AWWA C203)

    Primer

    Two layers of coal tar enamel & glass fibre Inner wrap

    One layer of coal tar impregnated outer wrap

    Coating thickness 4.7mm

    3 Layer PE/ PP Coatin g (DIN 30670) First layer of Fusion bonded epoxy

    Second layer of extruded adhesive

    Third layer of extruded PE/ PP

    Coating thickness 2.0 to 3.7 mm

    Fusion Bonded Epoxy Coating (CSA Z245.20) 350-500 micron thick single layer coating

    600-800 micron thick dual layer coating

    PIPELINE DESIGN

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    PIPELINE DESIGN

    3 Layer PE Coating Application

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Major Pipeline Components

    Line Pipe & Coatings Scraper Traps & Pig Signallers

    Long Radius (LR) Bends

    Insulating Joints

    Flow Tees

    Sectionalizing Valves

    Pumps / Compressors

    Filters & Meters

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    PIPELINE DESIGN

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    PIPELINE DESIGN

    Sectionalizing Valve

    Spacing ASME B 31.8 for Gas

    pipelines

    ASME B 31.4 for Liquid

    Pipelines

    Location

    Pollution Concerns

    Statutory Requirements

    Prevention of Inventory

    Loss

    Approachability of ValveStation

    Gas PipelinesLocation Class 1 32 km (20 miles)

    Location Class 2 24 km (15 miles)

    Location Class 3 16 km (10 miles)

    Location Class 4 8 km (5 miles)LPG Pipelines

    Industrial, 12 km (7.5 miles)

    Commercial &

    Residential Areas

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    PIPELINE DESIGN

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    PIPELINE DESIGN

    Ball valves

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Plug valve

    PIPELINE DESIGN

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    PIPELINE DESIGN

    Check valve

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    PIPELINE DESIGN

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    Typical Pipeline Alignment SheetINTERSECTION POINTS(IP/TP)

    DEFLECTIONANGLE

    STATE , DISTRICTANDMANDAL

    SCALE:HORIZONTAL1:5000

    VERTICAL1: 500

    DISTANCEAS PER GROUNDPROFILE

    21

    23

    25

    27

    29

    31

    33

    35

    37

    39

    41

    43

    45

    10.621

    37.325

    33.366

    35.411

    33.560

    32.587

    31.496

    30.300

    29.815

    27.370

    25.362

    27.904

    24.858

    25.138

    24.341

    24.675

    24.828

    24.604

    23.667

    22.175

    25.884

    30.557

    29.219

    29.135

    28.935

    30.893

    32.444

    33.622

    37.219

    40.816

    39.741

    42.491

    43.684

    43.034

    384'58''(R)

    T P 50 I P 50 / 1

    298'20''(L)

    T P5 1 IP 51/ 1

    518'55''(R)

    TP52

    82'3''(L)

    TP53

    370'54''(L)

    TP54

    1354'57''(R)

    TP55

    1125'7''(L)

    TP56

    121'55''(L)

    TP57

    824'45''(R)

    TP58 IP58/1

    28'32''(L)

    TP59

    140'19''(R)

    TP60

    830'18''(L)

    TP61 IP61/1

    152'57''(L)

    TP62

    104'42''(L)

    TP63

    1025'50''(L)

    T P6 4 I P6 4/ 1

    518'12''(R)

    TP65

    DRAIN

    CH10664.71m/RL33.366m

    CANAL

    CH10691.6m/RL35.411m

    ROAD

    CH10787.02m/RL32.587m

    DRAIN

    CH1182

    4.63m/RL24.341m

    ROAD

    CH1206

    0.88m/RL24.604m

    DRAIN

    CH12115.34

    m/RL22.175m

    CARTTRACK

    CH13492.61m/RL33.622m

    CANAL

    CH14027.73m/RL39.741m

    ROAD

    CH14040.27m/RL42.491m

    CARTTRACK

    CH14115.31m/RL43.684m

    CH.12848.455m

    HIGH TENSIONLINE

    TP57

    CH. 1

    1848.88m

    ELECTRI C

    LI N

    E

    CH

    .11

    824

    .629

    m

    CH.11062.202m

    CH.11401.298m

    TP54

    CH.11018.117m

    ELECTRIC LINE 440V CH.12115.344m

    CH.11577.761m

    TP55

    TP56

    CH.11616.510m

    CH.12060.877m

    GRAVELROAD

    CH.11939.218m

    DRA

    IN

    DRAIN

    CH.12747.397m

    CH.10620.558m

    MATCHLINEFORCONT.REFER

    DWG

    NO.4529-10-16-71-9003

    DRAIN

    CH.10664.71

    0m

    CH.10985.658m

    CH.10797.803m

    GRAVELROAD

    CH.10787.022m

    TP52

    IP50/1

    CH.10687.604mTP51

    CH.10712.803mIP51/1

    TP53

    TP50

    CH.12080.978m

    TP58

    CH.12455.060m

    TP60

    CH.12230.091m

    TP59

    DRAIN

    CH.12903.743m

    CH.1349

    2.606mCAR

    TTRACK

    TP61

    TP62

    CH.13414.892m

    CH.13741.534m

    TP63

    CH.14027.732m

    RAIWADA LEFTCANAL

    TP65

    CH.14134.896m

    CH.13979.211m

    TP64

    IP58/1

    CH.12125.978m CH.13066.455m

    IP61/1

    IP64/1CH.14044.732m

    KAJU GARDEN RICE FIELDS

    VILLAGE BOUNDARY

    AMRUTAPURAM IRUVADA

    TBMW40 (RL37.514m)

    TBMW49 (RL25.138m)

    TEMP.HUTONC/L

    TBMW57(RL42.533m)

    HPCLCH.15.00Km HPCLCH.16.00KmHPCLCH.17.00Km

    RAIWADA LEFTCANAL

    (UNLINED)

    CH.10691.604m

    TOPEND

    AAMRIT

    APU

    RAM

    TOCH

    INTAG

    UTLA

    SV-1 OFGAIL

    CH.11960.218 m

    T O P E N D A A M R U T H A P U R A M

    TOAMRUTHAPURAM

    K

    K

    OPENWELL 6mDIA7.648mFROMC/L

    CH.11648.136m

    OPENWELL 6mDIA

    8mFROM C/LCH11577.761m

    PUMPHOUSE 4m FROMC/L

    12.2m HIGH&550KV

    EARTHEN EMBANKMENT

    LOW LYING AREA

    EARTHEN EMBANKMENT

    K

    (UNLINED)

    GRAVELROAD

    CH.14040.275m

    MATCHLINEFORCONT.REFERDWG

    NO.4529-10-16-71-9005

    METALLED ROAD(ASPHALTIC)CH.14115.309m

    TOSTATE

    HIGHWAY-SABBAVARAM

    TOIRUVADA

    ELEC. LINE440VCH.14132.231m

    TELEPHONELINECH.14134.896m

    DISTANCE BETWEENTP& IP's(m)

    10.665

    44.152

    10.692

    26.894

    10.713

    21.199

    10.787

    74.219

    10.986

    198.636

    11.025

    39.369

    11.062

    37.175

    11.259

    196.962

    11.401

    142.134

    11.578

    176.463

    11.617

    38.749

    11.758

    141.522

    11.825

    66.597

    11.849

    24.246

    11.939

    90.342

    12.061

    121.660

    12.081

    20.101

    12.115

    34.366

    12.230

    114.747

    12.455

    224.969

    12.754

    299.254

    12.848

    94.141

    13.066

    217.539

    13.248

    182.117

    13.415

    166.780

    13.493

    77.714

    13.742

    248.929

    13.979

    237.676

    14.028

    48.521

    14.040

    12.543

    14.115

    75.034

    14.135

    19.588

    67.046

    67.049

    25.199

    25.200

    85.000

    85.284

    187.855

    187.993

    76.544

    76.618

    339.096

    339.126

    176.463

    176.478

    38.749

    38.853

    322.708

    322.772

    141.760

    141.845

    45.000

    45.093

    104.113

    104.624

    224.969

    225.022

    393.395

    393.407

    218.000

    218.014

    348.437

    348.444

    326.642

    326.679

    237.677

    237.707

    65.521

    65.728

    90.164

    90.390

    10.621

    10.665

    10.692

    10.713

    10.787

    10.986

    11.025

    11.062

    11.259

    11.401

    11.578

    11.617

    11.758

    11.825

    11.849

    11.939

    12.061

    12.081

    12.115

    12.230

    12.455

    12.754

    12.848

    13.066

    13.248

    13.415

    13.493

    13.742

    13.979

    14.028

    14.040

    14.115

    14.135

    11.960

    11.972

    11.984

    PIPELINE DESIGN

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    Typical P&ID

    PIPELINE DESIGN

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    PIPELINE DESIGNTypical GA DRAWING

    PIPELINE DESIGN

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    Major Engineering Deliverables

    Tenders

    Survey Tender Pipe Coating Tender

    Pipeline Installation Tender

    Material Procuremen t

    Line Pipes Valves & Actuators

    Scraper Traps, QOEC, Pig Signallers

    Flow Tees & Insulating Joints

    Induction Bends Flow meters

    Pumps & Compressors

    OFC cables

    PIPELINE DESIGN

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    Pipeline Design

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    Installation, Testing & Commissioning

    RoU Grading & Trenching Stringing of Linepipe

    PIPELINE DESIGN

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    Installation, Testing & Commissioning

    Welding & NDT : Edge Preparation

    Internal / External Line-up Clamps

    Manual / Automatic Welding

    NDT (X-Ray / UT / MPI etc.)

    PIPELINE DESIGN

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    Installation, Testing & Commissioning

    Field Joint Coating Lowering & Backfilling Heat Shrink Sleeves

    Cold applied tapes

    PIPELINE DESIGN

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    Pipeline Crossings

    Crossing Installation

    Crossings

    River, Canal, Road & Rail

    Utility Crossing

    Methodologies

    Open-Cut Method

    Trench-less Method

    Horizontal

    Directional Drilling

    Jacking and Boring Micro tunneling

    PIPELINE DESIGN

    http://localhost/var/www/apps/conversion/IIPM/Documents%20and%20Settings/raybk/Local%20Settings/Temp/HDD-%20Edited.mpghttp://localhost/var/www/apps/conversion/IIPM/Documents%20and%20Settings/raybk/Local%20Settings/Temp/HDD-%20Edited.mpghttp://localhost/var/www/apps/conversion/IIPM/Documents%20and%20Settings/raybk/Local%20Settings/Temp/HDD-%20Edited.mpghttp://localhost/var/www/apps/conversion/IIPM/Documents%20and%20Settings/raybk/Local%20Settings/Temp/HDD-%20Edited.mpg
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    The conventional HDD operations for river crossings.

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    PIPELINE DESIGN

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    Pipeline Installation using Micro-tunnelling

    Long Distance Micro Tunnelling

    PIPELINE DESIGN

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    Overviewof Micro tunneling

    PIPELINE DESIGN

    http://localhost/var/www/apps/conversion/IIPM/Documents%20and%20Settings/raybk/Local%20Settings/Temp/Micr%20tunneling%20EDited.MPGhttp://localhost/var/www/apps/conversion/IIPM/Documents%20and%20Settings/raybk/Local%20Settings/Temp/Micr%20tunneling%20EDited.MPG
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    Testing & CommissioningTESTING

    Gauging and Pigging Test Pressure

    Test Medium

    TEST PRESSURE

    LIQUID PIPELINES

    Ref. ASME B 31.4 : 437.4.1

    1.25 t imes design pressu re

    GAS PIPELINES

    Ref. ASME B 31.8 : Tab le 841.322(f)Class 1 and 2: 1.25 * des pr

    Class 3 and 4: 1.4 * des pr

    DRYING

    Swabbing

    Methanol Drying

    Super Dry Air

    Method

    Vacuum Drying

    COMMISSIONING

    Nitrogen Purging

    Product Charging

    PIPELINE DESIGN

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    Pigging

    Requirements

    Pipeline Cleaning

    Displacement

    Internal Inspection

    Batching

    Types of Pigs

    Brush pigs

    Gauge Pigs

    Spheres

    Intelligent Pigs

    Cleaning pigs Gauge Pigs Spheres Intelligent Pig

    (MFL)

    PIPELINE DESIGN

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    RECENT DEVELOPMENTS

    TECHNICAL IMPROVEMENTS

    Automatic Welding & Automatic UT

    Micro-Tunneling for pipeline construction

    Internal flow coating on line pipes for gas pipelines

    3LPP coating on High Temperature pipelines

    PIPELINE DESIGN

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    Comparison of LSAW & HSAW Pipes

    Description LSAW HSAW

    Method of

    Manufacture

    UOE/COE/JCO/3 roll bending Formed by Twisting of Coil

    Weld Length Equal to pipe joint length Approximately 1.5 to 2 times the

    length of pipe joint

    Position of weld Longitudinalpositioned in

    upper quadrant during

    construction

    Spiralpresent all around the

    pipe

    Corrosion Coating Specified thickness throughout

    entire body.

    Weld seam is tracked to ensure

    coating thickness on weld seam

    Thickness normally increased all

    over the body, resulting in

    proportional increase in coating

    cost by 15-20%

    Geometry Controlled to the desired level

    with cold expansion

    Controlled during forming only

    and no cold expansion is carried

    out

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    PIPELINE DESIGN

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    CTE 3LPE 3LPP FBE

    Long Term Ageing

    Heat & Light Ageing Fair Very Good Very Good Very Good

    Application & Field RepairEase of Application Easy Relatively difficult Relatively difficult Relatively difficult

    Damages during

    handling &

    transportation

    High Low Low High

    Ease of Field Repair Difficult Easy for small repair,

    Cumbersome for

    larger repair

    Easy for small repair,

    Cumbersome for

    larger repair

    Easy for small repair,

    Cumbersome for

    larger repair

    Coating Comparison

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