Pipelaying Tender-VOL II - WorleyParsons.com

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PageEPMC SERVICES FOR REWARI – KANPUR PIPELINE PROJECTBASIS OF DESIGN (PIPELINE)seam submerged arc welded (HSAW). The grades of line pipe shall be API 5L Gr. X-65,PSL2 & API 5L Gr. X-60, PSL2. Pipe wall thickness shall conform to ASME B 31.4 and shallalso meet the requirements of OISD 141. At the major crossings and terminals higher wallthickness shall be used.• PIPELINE FITTINGS, FLANGES AND VALVESAll pipeline materials, such as valves, flanges and fittings etc. shall be in accordance withASME class 600 as per P&ID. All mainline valves shall have butt welded ends.• BARRED TEESAll branch connections of size more than 40% main line diameter on the main line shall beprovided with barred tees to allow smooth passage of pigs. Barred tees shall be designed asper ASME B 31.4. The material of barred tee shall be compatible with line pipe material.• INSULATING JOINTInsulating joint shall be provided at transition point of aboveground and underground sectionof pipeline for electrical isolation. Insulating joints shall be of mono-block type.• SECTIONALIZING VALVE / STATION ISOLATION VALVESSectionalizing Valves and Station isolation valves shall be motor operated valves (MOV). Allsectionalizing valves and station isolation valves shall have provision for remote operation.Sectionalizing valves shall be buried and provided with stem extension. Mainline valves shallbe full bore type ball valves, to allow smooth passage of pigs through them. These valvesshall conform to API-6D.• PIG TRAPSScraper Traps (Launcher/ Receiver) shall be provided at the dispatch terminal, receiptterminal and intermediate pigging stations for facilitating pigging. Pig Traps shall be designedas per ASME B 31.4. The material of pig traps shall be compatible with line pipe material. ThePig traps shall be capable of handling intelligent pigging. Adequate arrangement forlaunching, retraction and handling arrangement for handling intelligent pigs shall be provided.5.5 Corrosion Coating and Painting• CORROSION COATING OF BURIED PIPELINEThe selected corrosion coating shall be suitable for the temperature range specified in theProcess Design Basis.• CONTINUOUS CONCRETE WEIGHT COATINGContinuous Concrete Weight Coating is proposed to be provided in case of pipeline crossingwaterway/ waterlogged crossings based on the concrete density of 2400 Kg/m3.n:\513-mh-2145-rkpl\11 engineering\11.8 pipelines\02 bod\working\mh2145-c000-pl-bod-0001_rev 0 .doc EV435-JH0902-00-GEN-BOD-0001 Rev 015 of 34
PageEPMC SERVICES FOR REWARI – KANPUR PIPELINE PROJECTBASIS OF DESIGN (PIPELINE)Concrete Coating Thickness:Pipeline Size, NB (Inch)Min Concrete Coating Thickness (mm)18" X 8.7 mm Thk 7518" X 7.9 mm Thk 7518" X 7.1 mm Thk 7518" X 6.4 mm Thk 75The following concrete coating parameters are applicable to weight coating for the onshore pipeline:Concrete Coating Parameters:ParameterValueConcrete Density 2400kg/m 3Minimum Concrete Application Thickness75mmResistant to Acid Sulphate SoilsYESUsed on Cold Field BendsYESThe design of the concrete coating shall be compatible with the environmental and soil conditions.• PAINTINGAbove ground section of the pipeline and piping shall be provided with suitable anti-corrosivepaint suitable for corrosive environment.5.6 Pipeline ConstructionPipeline and associated facilities shall be constructed in accordance with ASME B 31.4 and otherapplicable API standards. The pipeline shall be laid underground with minimum 1.2 meter cover.Additional cover, wherever required, shall be provided in accordance with OISD 141.n:\513-mh-2145-rkpl\11 engineering\11.8 pipelines\02 bod\working\mh2145-c000-pl-bod-0001_rev 0 .doc EV435-JH0902-00-GEN-BOD-0001 Rev 016 of 34
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