INDEX
Title |
Analysis Type - Features List / Utility |
Model |
Workflow for Material Earth Models (MEMs) |
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Mechanical (3D) / Coupled HM (3D) |
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•Various geostatic initialization phases (gravity, tectonic, contact release, constitutive release) •Production simulation •Mechanical contact •Initial spatial grid data and spatial boundary |
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•Case 1b Reservoir Poro-elasticity defined via Spatial_table |
•Young's modulus - porosity dependent spatial table |
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•Geostatic initialization stages (gravity and tectonic) via implicit solver •Restart data |
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•Case 3a HM Coupled (High Perm Fault) •Case 3b HM Coupled (Low Perm Fault)
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•Coupled HM simulation •Water level •Well element for producer well •High/Low perm contact fluid flow •Initial spatial grid data and spatial boundary |
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•As Case 3a •Well element for producer and injector wells |
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•As Case 4 •De-activation of porous flow groups |
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•As Case 4 and Case04b respectively •Full implicit solver utilized for coupled hydro-mechanical solution •Node-node contact algorithm |
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•Case 5 Mapping of Results to Spatial Surface and Output to Plot File |
•Read results plot file and output to new plot file •Mapping of results to imported Spatial surface definition |
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Mechanical (3D) |
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•Salt layers modelled via Herschel-Bulkley viscoplastic material •Various time unit updates via salt material constant K |
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•Case 2 Faulted Case (Not available yet) |
•Faulted model with contact |
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MEM_003 Boundary Optimisation and Super Element approach within the MEM Wokflow |
Mechanical (3D) using ParaGeoInv |
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•Case 2 Boundary optimisation using the Super Element approach |
•Inverse analysis for initialisation stages using ParaGeoInv •Usage of Super element |
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Implicit Solver |
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Mechanical (3D) |
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•Implicit solver |
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Super Element |
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Mechanical (3D) |
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oStep 1 Create the Super Element |
•Super element workflow •Implicit solver •Coupled freedoms |
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Wellbore Models |
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Coupled THM (3D) |
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•Case01 Time-dependent Cement Hardening with Diagenetic Shrinkage |
•Coupled THM simulation •Deactivated porous flow in casing and cement •Contact between wellbore components •Time-dependent cement hardening material with increased yield strength •Cement hardening with diagenetic reaction resulting in volume shrinkage •Usage of transient time step growth in solution control |
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Wellbore_002 Casing Collapse due to Shear at Salt/Sandstone Bedding Plane |
Mechanical (3D) |
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•Contact between salt/sandstone bedding plane •Large bedding plane slip (shear) causing casing collapse •Salt with Herschel-Bulkley viscoplastic material |