overview to subsea system
TRANSCRIPT
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Overview to Overview to Subsea SystemSubsea System
Sandeep S RangapureSandeep S Rangapure
R 160206025R 160206025
M.Tech – Pipeline M.Tech – Pipeline EngineeringEngineering
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Well head
Subsea mainfold
Well head
Flowlines or Pipelines
Export lines
Process Platform
Well head Platform
Expansion Spool Piece
Tie in
Pipeline crossing
Grouted Supporting bag
Riser
Riser
To shore
Existing line
Figure 1.1 Subsea System & FlowlinesWell head
Subsea mainfold
Well head
Flowlines or Pipelines
Export lines
Process Platform
Well head Platform
Expansion Spool Piece
Tie in
Pipeline crossing
Grouted Supporting bag
Riser
Riser
To shore
Existing line
Figure 1.1 Subsea System & Flowlines
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IntroductionIntroduction
Subsea Pipelines are used for the transportation of offshore Hydrocarbons
from one Platform to another and or Platform to Shore
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DIFFERENT TYPES OF OFFSHORE PRODUCTION UNITSDIFFERENT TYPES OF OFFSHORE PRODUCTION UNITS
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Pipelines are used for a number of purposes in the development of offshore hydrocarbon resources These include e.g.:
Export (transportation) pipelines
Pipeline bundles.
Flowlines to transfer product from a platform to export lines
Water injection or chemical injection Flowlines
Flowlines to transfer product between platforms
Subsea manifolds and satellite wells;
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SUBMARINE PIPELINE SYSTEMS SUBMARINE PIPELINE SYSTEMS
PIPELINEPIPELINE Pipeline is defined as the part of a pipeline system which is Pipeline is defined as the part of a pipeline system which is
located below the water surface at maximum tide (except for located below the water surface at maximum tide (except for pipeline risers)pipeline risers)
Pipeline may be resting wholly or intermittently on, or buried Pipeline may be resting wholly or intermittently on, or buried below, the sea bottombelow, the sea bottom
PIPELINE COMPONENTSPIPELINE COMPONENTS Any items which are integral part of pipeline system such as Any items which are integral part of pipeline system such as
flanges, tees, bends, reducers and valvesflanges, tees, bends, reducers and valves
PIPELINE SYSTEMPIPELINE SYSTEM An inter connected system of submarine pipelines, their An inter connected system of submarine pipelines, their
risers, supports, isolation valves, all integrated piping risers, supports, isolation valves, all integrated piping components, associated piping system and the corrosion components, associated piping system and the corrosion protection systemprotection system
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RisersA Riser is a conducting pipe connecting sub-sea wellheads, templates orpipelines to equipment located on a buoyant or fixed offshore structure.
Types of riser
Rigid riser - for shallow waterCatenary steel riser - for deep waterFlexible riser - for deep and shallow water
Riser clampRiser are supported/guided from the jacket members through clamps
Types of Clamp
Hanger clampFixed clampAdjustable clamp
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Riser Clamp (Welding to Jacket member)
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Restrained linesPipelines which cannot expand or contract in the longitudinal
direction due to fixed supports or friction between the pipe and soil
Unrestrained linesPipelines without substantial axial restraint. (Maximum one fixed
support and no substantial friction).
7.5
m2 m
74
m
Sea bed
0.00 m7.5
m
7.5
m2 m
73
.5 m
7.5
m
Riser 1 Riser 2
112 m14 m 14 m112 m562.5 m562.5 m 500 m x 6 nos
Hanger clamp level
Sea surface level
Platform Platform
Concrete & CTE coating
Monel coating
Paint
FL 1
1:7
1:7
FL 2
FL 3
FL 5
FL 6 FL 7 FL 8 FL 9 to 14 FL 15 FL 16 FL 17
FL 18
FL 20
FL 21
FL 22
FL 4 FL 19
7.5
m2 m
74
m
Sea bed
0.00 m7.5
m
7.5
m2 m
73
.5 m
7.5
m
Riser 1 Riser 2
112 m14 m 14 m112 m562.5 m562.5 m 500 m x 6 nos
Hanger clamp level
Sea surface level
Platform Platform
Concrete & CTE coating
Monel coating
Paint
Concrete & CTE coating
Monel coating
Paint
FL 1
1:71:7
1:71:7
FL 2
FL 3
FL 5
FL 6 FL 7 FL 8 FL 9 to 14 FL 15 FL 16 FL 17
FL 18
FL 20
FL 21
FL 22
FL 4 FL 19
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SUBSEA PIPELINE DESIGN ACTIVITIES
Pipeline Sizing
Pipeline Material Selection
Pipeline Mechanical Design
Pipeline Stability Analysis
Pipeline Span Analysis
Pipeline Crossing Design
Pipeline Cathodic Protection System Design
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PIPELINE SIZINGPIPELINE SIZING
In general it means fixing up the pipeline nominal diameter In general it means fixing up the pipeline nominal diameter (6”,10” etc.,) which deals with the important aspects like...(6”,10” etc.,) which deals with the important aspects like...
MAXIMUM FLOW RATE CONDITIONMAXIMUM FLOW RATE CONDITION
CHECK FOR THE FLOW CONDITION (pressure drop & flow CHECK FOR THE FLOW CONDITION (pressure drop & flow velocity) velocity)
CHECK FOR SECONDARY CRITERIACHECK FOR SECONDARY CRITERIA like …. like ….
# Flow regime (mix of hydro carbon, single/multi phase # Flow regime (mix of hydro carbon, single/multi phase
flow) flow) # Temperature profile # Temperature profile
# Erosion velocity# Erosion velocity
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DDtt
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PIPELINE MATERIAL SELECTIONPIPELINE MATERIAL SELECTION
The governing parameters for the particular type of The governing parameters for the particular type of material to be used are material to be used are
TemperatureTemperature
PressurePressure
Surrounding Environment.Surrounding Environment.
Corrosive elements (COCorrosive elements (CO22 and H and H22 S) S)
Carbon steel (Carbon steel (Carbon - Manganese SteelCarbon - Manganese Steel) C.S.Nace, C.R.A) C.S.Nace, C.R.A.. API - 5L of Grade Ranges From X - 42 to X - 80API - 5L of Grade Ranges From X - 42 to X - 80 > X-80 - Toughness and Weldability are limitations> X-80 - Toughness and Weldability are limitations API - 5L X- 52 ,60 & 65 Grades are commonly used.API - 5L X- 52 ,60 & 65 Grades are commonly used.
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PIPELINE MECHANICAL DESIGNPIPELINE MECHANICAL DESIGN
The mechanical design of the pipeline is carried to with stand The mechanical design of the pipeline is carried to with stand factors like factors like
Internal pressureInternal pressure
External PressureExternal Pressure
Hydrostatic CollapseHydrostatic Collapse
Buckle initiationBuckle initiation
Buckle PropagationBuckle Propagation
Po
Do
Di
ho
ho
Pi
Po
Po
Po
Do
Di
ho
ho
Pi
Po
Po
Po
Do
Di
ho
ho
Pi
Po
Po
Po
Do
Di
ho
ho
Pi
Po
Po
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PIPELINE SPAN ANALYSIS
Unsupported length
Longitudinal loadsLongitudinal loads
Causes of the Pipeline Spans are Uneven Seabed on Selected route Pipeline Crossing seabed rock outcrop Sand Waves Scour All these result in spanning and cause
Excessive yielding (Results in High Bending Moments) Buckle Initiation and there by Propagation
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PIPELINE STABILITYPIPELINE STABILITY
Pipeline once installed at the sea bed should be sufficiently Pipeline once installed at the sea bed should be sufficiently stable to avoid any overstressing, deterioration of stable to avoid any overstressing, deterioration of coating etc., due to wave and current generated coating etc., due to wave and current generated
movementsmovements
PIPELINEPIPELINE STABILITYSTABILITY
Vertical stabilityVertical stability Lateral stabilityLateral stability
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Vertical stabilityVertical stability Sinking in to the sea bed during maximum fluid density condition.Sinking in to the sea bed during maximum fluid density condition. Floating of Buried Pipeline during Empty condition & Soil Liquefaction.Floating of Buried Pipeline during Empty condition & Soil Liquefaction. The Pipe sinkage is determined as the depth at which the applied pipe The Pipe sinkage is determined as the depth at which the applied pipe
pressure equals the soil bearing resistance.pressure equals the soil bearing resistance. Soil deformation(pipe sinkage)Soil deformation(pipe sinkage),is given by:,is given by:
= D/2-[(D/2)= D/2-[(D/2)22 – (B/2) – (B/2)22]]1/21/2
Where,Where, D = Overall pipe outside diameter including pipe coatingsD = Overall pipe outside diameter including pipe coatings B = Projected contact area between pipe and soil =P/quB = Projected contact area between pipe and soil =P/quWhere,Where, qu = CNqu = CNC C +1/2B+1/2B N N qu = Ultimate bearing capacity of soilqu = Ultimate bearing capacity of soil P = Pipe submerged weight including pipe coatings and in water filled P = Pipe submerged weight including pipe coatings and in water filled
condition per unit length.condition per unit length.
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Lateral stabilityLateral stability It is the capacity to resist the lateral forces due to It is the capacity to resist the lateral forces due to
Environmental loads.Environmental loads. Forces to be considered for Lateral stability analysisForces to be considered for Lateral stability analysis
Submerged weight WSubmerged weight WSS
Lateral resistance RLateral resistance R
Friction Friction
Drag force FDrag force FDD
Lift force FLift force FLL
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The stability criterion is expressed as The stability criterion is expressed as (Ws - F(Ws - FLL) ) (F (FDD + F + FII) S) S Where,Where,
SS == safety factor (1.1)safety factor (1.1)W sW s == submerged weight of pipeline/unit submerged weight of pipeline/unit
length, for nominal wall thickness length, for nominal wall thickness (t), N/m(t), N/m FFLL == hydrodynamic lift force, N/mhydrodynamic lift force, N/m FFDD == hydrodynamic drag force, N/mhydrodynamic drag force, N/m FFII == hydrodynamic inertia force, N/mhydrodynamic inertia force, N/m == lateral coefficient of friction between lateral coefficient of friction between
pipe and seabed.pipe and seabed.
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Increase Pipeline wall thicknessIncrease Pipeline wall thickness Provide Concrete Weight CoatingProvide Concrete Weight Coating Lay the Pipeline in Open trenchLay the Pipeline in Open trench Trench and bury the PipelineTrench and bury the Pipeline Provide Concrete Mattress over Pipeline Provide Concrete Mattress over Pipeline Stabilize Pipeline by Rock dumpingStabilize Pipeline by Rock dumping
Methods of Pipeline stabilizationMethods of Pipeline stabilization
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Increase in Pipewall thickness
Increase in Pipewall thickness
Providing Concrete coating
Providing Concrete coating
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Sea bed
Trench wall
Jetted in pipeBuried pipe- Natural Fill
Armor rock
Back fill
Bedding Bedding
Tremie concrete
Buried pipe- Armor Cover Buried pipe- Concrete Cover
Stabilization Methods for buried Submarine pipeline
Natural fill
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Trenching Concrete Mattress
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Rock dumping
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PIPELINE CROSSING ANALYSISPIPELINE CROSSING ANALYSIS
Crossings are designed to Give a Physical Crossings are designed to Give a Physical separation Between The Proposed Line & separation Between The Proposed Line & Existing Line.Existing Line.
To Avoid Interfacing Of Cathodic Protection To Avoid Interfacing Of Cathodic Protection Between The Two LinesBetween The Two Lines
A min of 300mm gap is Provided b/w the lines as per the A min of 300mm gap is Provided b/w the lines as per the DNV-Code.DNV-Code.
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Crossing analysis methodologyCrossing analysis methodology
» Pipeline Crossing Span Calculation.Pipeline Crossing Span Calculation.» Pipeline Dynamic Span CalculationPipeline Dynamic Span Calculation» Number of Supports to be Provided.Number of Supports to be Provided.» Pipeline Crossing Flexibility analysisPipeline Crossing Flexibility analysis» Pipeline Crossing Support design against, Pipeline Crossing Support design against,
> Bearing capacityBearing capacity> Over turningOver turning> SlidingSliding> SettlementSettlement
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PIPELINE CATHODIC PROTECTION SYSTEM DESIGN
The Subsea pipelines are provided with sacrificial anodes made of Aluminum or Zinc to protect against marine corrosion
* Surface area of the Pipeline
* Fluid and Anode temperature
* Break down
* Design service life of Anodes
* Surface area of the Pipeline
* Fluid and Anode temperature
* Break down
* Design service life of Anodes
Important parameters for Anode Design
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MAJOR DESIGN CODES AND MAJOR DESIGN CODES AND STANDARDSSTANDARDS
DNV 1981 - Rules for submarine pipeline systemDNV 1981 - Rules for submarine pipeline system DNV 2000DNV 2000 - Submarine pipeline system - Submarine pipeline system API 5L - Specification for line pipeAPI 5L - Specification for line pipe BS 8010 - Code of practice for pipelineBS 8010 - Code of practice for pipeline NACE RP 0169 - Recommended practice,control of external NACE RP 0169 - Recommended practice,control of external
corrosion on underground or submerged corrosion on underground or submerged metallic piping. metallic piping.
OISD 141 - Design and construction requirements for OISD 141 - Design and construction requirements for cross country hydrocarbon pipeline. cross country hydrocarbon pipeline.
ASME B 31.8 -Gas transmission and distribution piping system.ASME B 31.8 -Gas transmission and distribution piping system. ASME B 31.4 - Pipeline transportation systems for liquid ASME B 31.4 - Pipeline transportation systems for liquid
hydrocarbon and other liquids hydrocarbon and other liquids
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