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*be dynamicImpact of Dynamic Modelling on The Optimum GL Implementation ScheduleContent Dynamic Simulation Dynamic Well Modelling Optimum Gas Lift Implementation Schedule
ALRDC 2004 Spring GAS LIFT WORSHOP
by Juan Carlos Manteconwww.scandpowerpt.com
*1. Dynamic Simulation
*Dynamic Simulation
*Dynamic Engineering
*Dynamic EngineeringAPPLIED THROUGHOUT THE PROJECT LIFE-CYCLEFIRST OILDETAILEDDESIGNPRODUCTIONCONCEPT/FEEDOPERATIONSSCREENING Fluid Properties Production Profiles Well Locations Pipeline Routings Process OptionsAS-BUILDING As-built Profiles Tuned Models Capacity Constraints Prod. Optimisation TroubleshootingSIMULATION Operating Procedures Pipeline Management Well Management Training Simulators On-line/Off-line
INTEGRATION Field Layout Well Allocations Pipeline Data Process Scheme Control Scheme
*ROUTINE CONSIDERATION OF TRANSIENT EVENTSHydrate Inhib.Wax / Corrosion Slugging PiggingRate ChangesNORMALPRODUCTION Steady State
*ProductionProfileDevelopment Plateau DeclinePerformanceMeasuresCAPEXWell CostRate of CompletionWell UptimeProduction VolumeIncremental ProductionOPEXData QualitySafety & EnvironmentBusinessDriversEarly ProductionCAPEX MinimisationMaximise Total ProductionReduce Production DeclineMinimise OPEX28Dynamic SimulationGoals Alignment
Why use a transient simulator?Normal productionSizing tubing / pipeline diameter, insulation requirementStability - Is flow stable? How to achieve stable productionGas Lifting / CompressorsCorrosionTransient operationsShut-down and start-up, ramp-up (Liquid and Gas surges)PiggingDepressurisation (tube ruptures, leak sizing, etc.)Field networks (merging pipelines / well branches with different fluids)Thermal-Hydraulics Rate changesPipeline packing and de-packingPiggingShut-in, blow down and start-up / Well loading or unloadingFlow assurance: Wax, Hydrate, Scale, etc.
*When things are frozen in timeWhen not to use dynamic simulationPhoto: T. Huseb
*Unstable vs. Stable flow situationsPipeline with many dips and humps:high flow rates: stable flow is possiblelow flow rates: instabilities are most likely (i.e. terrain induced) Wells with long horizontal sections Extended ReachLow Gas Oil Ratio (GOR): increased tendency for unstable flowGas-condensate lines (high GOR):may exhibit very long period transients due to low liquid velocities Low pressure increased tendency for unstable flow Gas Lift InjectionCompressors problems, well interference, choke sizing, etc.Production Chemistry ProblemsChanges in ID caused by depositionSmart Wells Control (Opening/Closing valves/sliding sleeves)Multiphase Flow is Transient ! Well Production is Dynamic!
P/T Development Flow AssuranceTemperature effects
*2. Dynamic Well Modelling
*Dynamic Well Modelling Especially suited for:
Start-up and shut down of productionProduction from several reservoir zonesReservoir injectionAnalysing cross flow between reservoir zonesFlow from multilateral wellsSmart WellsGas LiftingWell testing SegregationGas/Condensate Wells - DewateringSimulation of fluid flow in conventional and underbalanced drilling operationsBlowout simulations
*Advanced Well Module IPR models in OLGA 2000
Constant Productivity IndexForcheimer modelSingle Forcheimer model (High Pressure Gas Wells)Vogel equationBackpressure equation (Gas Wells)Normalized Backpressure (Saturated Oil Wells)Tabulated IPR curve
*Advanced Well ModuleThe reservoir can be divided into multiple zones with differences in properties and IPR models
Properties can be defined as time series (wells life cycle) for each zone:Reservoir pressureReservoir temperatureGas fraction / GORWater fraction / Water cutDrainage radiusSkinFracture pressure
*Productivity Index in OLGA
The following equations are used to calculate the PI for the oil, water and gas to be used by OLGA. The PI in OLGA is the TOTAL PI (the associated gas must be added to the given PIProsper): The GOR is given in standard cubic feet per standard barrels, the densities as kilograms per cubic meters and the water-cut in fraction
Advanced Well Module
*PHASE = GAS - = STDFLOWRATE
The following equations show how the total mass flow is calculated in OLGA when Watercut, GOR and Volume flow are known The properties at standard condition are taken from the PVT table. PHASE = LIQUID - = STDFLOWRATE
Advanced Well ModuleMass Sources
*PHASE = OIL - = STDFLOWRATE
The following equations show how the total mass flow is calculated in OLGA when Watercut, GOR and Volume flow are known The properties at standard condition are taken from the PVT table. PHASE = WATER - = STDFLOWRATE
Advanced Well ModuleMass Sources
*Advanced Well ModuleAnnular flow
In annular flow there will be a higher wetted surface area compared to the flow area
In OLGA 2000 a single pipeline with corresponding flow area is assumed
The wall interfacial friction is calculated based on a hydraulic diameter, Dh:
*Advanced Well ModuleGas lift
No library of commercial gas lift valvesOLGA is reasonably effective at simulating the unloading operation
Specific valve characteristics or controller routines can be defined:The LEAK command coupled with the CONTROLLER command provides a means of reasonably accurate representation of an unloading valveCasing and/or Tubing sensitive valves
Concentric casing or parasite string injectionWell kick-off Continuous GL to reduce static pressure
Riser gas liftingTo reduce static pressureTo reduce / avoid slugging
Stability prediction with Slugtracking
*Advanced Well ModuleGas lift
The OLGA bundle can be use to calculate a source temperature at injection pointe.g. gas flowing in the annulus of the CARRIER
Annulus flow model with normal OLGA Branch features gives very exact countercurrent heat exchange
It is possible to combine various branch models with the BUNDLE, the SOIL and FEM-Therm
*Advanced Well ModuleGas lift Unloading (Duals, Check Valve Wash-out, etc.)
The Annulus keyword is used to model the GL annulus with a number of Leaks installed to provide communication between the well annulus and the tubingEach Leak is then assigned a GLV to control the opening and closing of the valve
The GLV operation is simulated using a combination of cascade and PID controllerse.g. Pdome is modified based on temperature and depth. The output is then used to determine the Ptbg at which the GLV will open based on the local Pcsg. This is compared against the actual Ptbg to determine if the GLV is open
*3. Optimum Gas Lift Implementation Schedule
*OLGA is a powerful tool for establishing the watercut limits for which the well would not produce at steady state and where it would not kick off investigate a future kick-off problem
Gas Lift will be required at some time in the future in order to kick-off the wellsWells will encounter kick-off problems at a lower watercut than their their natural flow limitDetermining the kick-off limits is a key issue for determining the optimum gas lift implementation scheduleThe installation cost of a GL system to support the kick-off of the well is high and deferring this expenditure is of high NPV ($MM).On the other hand, the inability to kick-off the well has a high impact cost in terms of deferred production ($100MM).Watercut limits may increase with increasing Reservoir pressuresWatercut limits are more sensitive to FTHP and PI.The matrix of results (dynamic sensitivity runs) will determine at what point in the future the well will need GL to overcome the impact of fluid segregation on kick-off (and optimum GL volume)
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
*Elevation Profile vs. Horizontal and Tubing LengthModel from Reservoir to Christmas tree number of pipes =F(trajectory), pipe is divided into 50m section lengths
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
Well #SPT69
-3000
-2500
-2000
-1500
-1000
-500
0
0
500
1000
1500
2000
2500
3000
3500
Position [m]
Elevation [m]
Horizontal Length
Pipeline Length
Top of tubing
Top of tubing
Reservoir
*Productivity Index and Oil Rate vs. Water CutThe reservoir fluid PVT is critical to the model resultsThe time at which the well will not naturally kick-off is dependent on PI, Reservoir Pressure and Watercut.
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
Well SPT69 - FTHP = 500 psia
0
5,000
10,000
15,000
20,000
25,000
0
10
20
30
40
50
60
70
Watercut [%]
Oil Rate [STB/D]
2500 psia
3000 psia
3500 psia
3600 psia
3800 psia
Well SPT69
0
5
10
15
20
25
30
35
40
45
0
10
20
30
40
50
60
70
80
90
Watercut [%]
Production Index [bbls/d/psia]
*Watercut Limits Steady State OLGA vs. ProsperThe watercut limits at steady state may be found using OLGA (Transient) and Prosper (Steady State) software. Differences for the particular study case are shown below WC predicted by Prosper are lower than predicted by OLGA
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
Well SPT69 - FTHP = 500 psia
27
31
39
47
54
28
36
44
52
62
0
10
20
30
40
50
60
70
2700
2900
3100
3300
3500
3700
Reservoir Pressure [psia]
Water-cut [%]
Prosper
OLGA 2000
*Watercut Limits Steady State vs. Kick-OffThis well will only kick-off for 20-26% lower watercuts (absolute) than it will produce at steady state (this may increase with R pressure)
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
Well SPT69 - FTHP = 500 psia
28
36
44
52
62
0
10
24
32
38
0
10
20
30
40
50
60
70
2500
2900
3100
3300
3500
3700
Reservoir pressure [psia]
Watercut [%]
Steady state
Kick-off
*Watercut Limits Steady State vs. Kick-OffRoughness and U-value sensitivitiesLow (half), Base and High (double) Overall transfer Coefficient
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
Well SPT69 - 3000 psia reservoir pressure
46
44
44
26
24
24
0
5
10
15
20
25
30
35
40
45
50
0.0006
0.001
0.002
Roughness [inch]
Watercut [%]
Steady state
Kick-off
Well SPT69 - 3000 psia reservoir pressure
44
44
44
24
24
22
0
5
10
15
20
25
30
35
40
45
50
Low
Base
High
U-value
Watercut [%]
Steady state
Kick-off
*Watercut Limits Steady State vs. Kick-OffFTHP and PI sensitivitiesWatercut limits increase a little with increasing PIWatercut limits are more sensitive to FTHP changes
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
Well SPT69 - 3000 psia reservoir pressure
40
44
48
20
24
28
0
10
20
30
40
50
60
Low
Base
High
Productivity Index
Watercut [%]
Steady state
Kick-off
Well SPT69 - 3000 psia reservoir pressure
60
44
28
38
24
6
0
10
20
30
40
50
60
70
500.00
700.00
900.00
FTHP [psia]
Watercut [%]
Steady state
Kick-off
*Watercut Limits Steady State vs. Kick-OffTemperature profiles at different points in time base case
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
Well SPT69 at 3000 reservoir pressure and 20% WC
0
20
40
60
80
100
120
0
500
1000
1500
2000
2500
3000
3500
Pipeline length [m]
Temperature [C]
Steady state
1 hour after shut-in
3 hours after shut-in
6 hours after shut-in
12 hours after shut-in
24 hours after shut-in
*Watercut Limits Steady State vs. Kick-OffSegregation during Steady State before Shut-in Watercut = 20%, Reservoir Pressure 3,000 psia, FTHP = 500 psia
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
*Watercut Limits Steady State vs. Kick-OffSegregation during Shut-in Watercut = 20%, Reservoir Pressure 3,000 psia, FTHP = 500 psiaThe apparently sudden changes in O,W & G hold-up are due to the graphs being plotted as TVD rather than along the hole.
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
*Watercut Limits Steady State vs. Kick-OffSegregation during Shut-in Watercut = 20%, Reservoir Pressure 3,000 psia, FTHP = 500 psia
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
*Watercut Limits Steady State vs. Kick-OffSegregation during Start-up Watercut = 20%, Reservoir Pressure 3,000 psia, FTHP = 500 psia
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
*Watercut Limits Steady State vs. Kick-OffSegregation during Start-up Watercut = 20%, Reservoir Pressure 3,000 psia, FTHP = 500 psia
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
*Watercut Limits Steady State vs. Kick-OffSteady State after Start-up Watercut = 20%, Reservoir Pressure 3,000 psia, FTHP = 500 psia
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
*Watercut Limits Steady State vs. Kick-OffSteady State after Start-up Watercut = 26%, Reservoir Pressure 3,000 psia, FTHP = 500 psia
Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation
*Dynamic Wells ModellingWatercut Limit for Kick-off / Shut-in Segragation OLGA is a powerful tool for establishing the watercut limits for which the well would not produce at steady state and where it would not kick off investigate a future kick-off problem
Gas Lift will be require at some time in the future in order to kick-off the wellsWells will encounter kick-off problems at a lower watercut than their their natural flow limitDetermining the kick-off limits is a key issue for determining the optimum gas lift implementation scheduleThe installation cost of a GL system to support the kick-off of the well is high and deferring this expenditure is of high NPV ($MM).On the other hand, the inability to kick-off the well has a high impact cost in terms of deferred production ($100MM).Watercut limits may increase with increasing R pressuresWatercut limits are more sensitive to FTHP and PI.The matrix of results (dynamic sensitivity runs) will determine at what point in the future the well will need GL to overcome the impact of fluid segregation on kick-off (and optimum GL volume)
*be dynamicThank You! Any Questions?
*****Typical oil & gas phase envelopes are displayed to capture the differences between gas and oil systems.
Remember that standard conditions are 14.7 psia and 60 F
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