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|a 9789400754966
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|a WAA
|c WAA
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041 |
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|a eng
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100 |
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|9 23779
|a Ringrose, Philip
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245 |
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|a Reservoir model desing
|b : a practioner's guide
|c Bentley, Mark
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250 |
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|a 1a. ed.
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260 |
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|a (London):
|b Springer
|c 2015
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300 |
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|a 249 p. :
|b fot. col. ;
|c 26cm
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500 |
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|a Incluye índice analítico
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505 |
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|a 1. Model Purpose 1.1 Modelling for Comfort? -- 1.2 Models for Visualisation Alone -- 1.3 Models for volumes -- 1.4 Models as a Front End to Simulation -- 1.5 Models for Well Planning -- 1.6 Models for Seismic Modelling -- Models for IOR -- 1.8 Models for Storage -- 1.9 The Fit-for-Purpose Model -- References.
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505 |
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|a 2. The Rock Model 2.1 Rock Modelling --2.2 Model concept -- 2.3 The structural and Stratigraphic Framework -- 2.3.1 Structural data -- 2.3.2 Stratigraphic data -- 2.4 Model elements -- 2.4.1 Reservoir models not geological models -- 2.4.2 Building Blocks -- 2.4.3 Models element types -- 2.4.4 How much heterogeneity to include? -- 2.5 Determinism and probability -- 2.51 Balance betwee deterministic and probalitity -- 2.5.2 Different generic approaches -- 1.5.3 Forms of deterministic control -- 2.6 Essential geostatistical -- 2.6.1 Key geostatistical concepts -- 2.6.2 Intuitive geostatical -- 2.7 Algorithm Choice and control -- 2.7.1 Objetct modelling -- 2.7.2 Pixel-based modelling -- 2.7.3 Texture-based modelling -- 2.7.4. The importance of deterministic trends - 2.7.5. Alternative rock modelling methods - a comparison -- 2.8 ummary -- 2.8.1 Sense cheking the rock model -- 2.8.2 Synopsis - rock modelling guidelines -- References.
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505 |
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|a 3. The Property Model -- 3.1 Which properties? -- 3.2 Understanding permeabilite -- 3.2.1 Darcy`s Law -- 3.2.2 Upscaled permeability -- 3.2.3 Permeability variation in the subsurface -- 3.2.4 Permeability avrages -- 3.2.5 Numerical estimation of block permeabiity -- 3.2.6 Permeability in fractures -- 3.3 Handling statistical data -- 3.3.1 Introduction -- 3.3.2 Variance and uncertainty -- 3.3.3 The normal distribution and its transforms -- 3.3.4 Handling o-k distribution and cross plots -- 3.3.5 Hydraulic flow units -- 3.4 Modelling property distributions -- 3.4.1 Kriging -- 3.4.2 The variogram -- 3.4.3 Gaussian simulation -- 3.4.4 Bayesian statistics -- 3.4.5 Propety modelling: object-based workflow -- 3.4.6 Property modelling: sistemic-based workflow -- 3.5 Use of cut-offs and N/G ratios -- 3.5.1 Introduction -- 3.5.2 The Net-to gross method -- 3.5.3 Total property modelling -- 3.6 Vertical permeability and barriers -- 3.6.1 Introduction to k/v k/h --3.6.2 Modelling of permeability anisotropy -- 3.7 Saturation modelling 3.7.1 Capillary pressure --3.7.2 Saturtion heigh functions --3.7.3 Tilted oil-water contacts --3.8 Summary -- Reference.
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505 |
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|a 4. Upscaling Flow Properties -- 4.1 Multi-scale flow modelling -- 4.2 Multi-phase flow --4.2.1 Two-phase floww --4.2.2 Two-phase steady-state upscaling methods -- 4.2.3 Heterogeneity and Fluid forces -- 4.3 Multi-scale geological modelling concepts -- 4.3.1 Geology and scale -- 4.3.2 How many scales to model and upscale? -- 4.3.3 Which scales ti focus on ? (The REV) --4.3.4 Handling variannce as a funtion of scale -- 4.3.5 Construction of geomodel and simulator grids -- 4.3.6 Which heterogeneities Matter? -- 4.4 The way forward -- 4.4.1 Potential and pitfalls -- 4.4.2 Pre-to-field workflow --4.4.3 Essentials of multi-scale reservoir modelling -- References.
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|a 5. Handling Model Uncertainty -- 5.1 The Issue -- 5.1.1 Modelling for comfort -- 5.1.2 Modelling to Ilustrate uncertainty -- 5.2 Differing approaches -- 5.3 Anchoring -- 5.3.1 The limits of rationalism -- 5.3.2 Anchrng and the limits of geostatistics -- 5.4 Scenarios defined -- 5.5 The uncetainty list -- 5.6 Applications --5.6.1 Grennfield case -- 5.6.2 Brownfield case -- 5.7 Scenario modelling-benefits -- 5.8 Multiple model handling -- 5.9 Linking deterministic models with probabilistic reporting --5.10 Scenarios anda uncertainty-handling -- Reference.
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|a 6. Reservoir model types -- 6.1Aeolinan reservoirs --6.1.1 Elements -- 6.1.2 Effetive properties -- 6.1.3 Stacking -- 6.1.4 Aeolian system anisotropy -- 6.1.5 Laminae-scale effects -- 6.2 Fluvial reservoir -- 6.2.1 Fluvial systems -- 6.2.2 Geometry -- 6.2.3 Conectivity and percolation theory -- 6.2.4 Hieranchy -- 6.3 Tidal deltaic sandstone reservoirs -- 6.3.1 Tidal characteristics -- 6.3.2 Handlig heterolithics -- 6.4 Shallow marime sandstone reservoirs --6.4.1 Tanks of Sand? --6.4.2 Stacking and laminations -- 6.43 Large-scale impact of samall-scale heterogeneities -- 6.5 Deep marine sandstone reservoirs -- 6.5.1 Confinement -- 6.5.2 Seismic limits --6.5.3 Thin beds -- 6.5.4 Small-scale heterogeneity in high net-to-gross "tanks" --6.5.5 Summary --6.6 Carbonate reservoirs -- 6.6.1Depositional architecture -- 6.6.2 Pore fabric -- 6.6.3 Diagenesis -- 6.6.4 Fractures and karst -- 6.6.5 Hierarchies of scale - the carbonate REV -- 6.6.6 Conclusion: fortward-modelling or inversion? -- 6.7 Structurally-controlled reservoirs -- 6.7.1 Lo Density fractures reservoirs (fault-dominated) -- 6.7.2 High density fractures resrvoirs (joint-dominated) -- 6.8 Fit-for-purpose recapituation -- References.
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|a 7 Epilogue -- 7.1 The story so far --7.2 What`s next? -- 7.2. Geology-past and future -- 7.3 Reservoir modelling future -- References. Nomenclature. Solutions. Index
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650 |
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0 |
|9 1052
|a Geología
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650 |
|
0 |
|9 1051
|a Geofísica
|
650 |
|
0 |
|9 3562
|a Ingeniería geológica
|
650 |
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4 |
|a Ingeniería hidráulica
|9 3563
|
700 |
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|9 23781
|a Bentley, Mark
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942 |
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|2 CDU
|c LIBRO
|
999 |
|
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|c 16992
|d 16992
|
952 |
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|0 0
|1 0
|2 CDU
|4 0
|6 553_200000000000000_R474
|7 0
|9 23761
|a 04
|b 04
|d 2022-10-04
|e Donación
|i 01106
|o 553.2 R474
|p 32-01106
|r 2022-10-04
|w 2022-10-04
|y LIBRO
|