Matches in SemOpenAlex for { <https://semopenalex.org/work/W4366998877> ?p ?o ?g. }
- W4366998877 endingPage "12" @default.
- W4366998877 startingPage "1" @default.
- W4366998877 abstract "In the process of reservoir exploitation, the range of rock stress field changes is much larger than the reservoir area where the seepage occurs; so the amount of calculation of the existing seepage stress full coupling method is often very huge. Based on the theory of seepage mechanics and rock mechanics, a coupling analysis model of reservoir multiphase seepage and stress is established, and a numerical solution is established by using finite element and finite difference methods. The evolution law of the seepage field and stress field and the change of rock mechanics parameters can be studied, with emphasis on the readjustment of rock stress distribution and its deformation characteristics under the influence of the seepage field. At the same time, to improve the calculation efficiency of numerical simulation, considering the difference between the seepage calculation area and stress calculation area, the finite element method is improved. The percolation area of the reservoir is calculated with a fine grid to obtain a more accurate distribution of underground fluid. The coarse grid is used to calculate the stress calculation area and to reduce the calculation time. The mechanical equilibrium equation in the fully coupled theory is discretized on the coarse grid by the finite element method. The mass conservation equation is discretized on the fine grid by the finite volume method. The numerical simulation of Terzaghi’s one-dimensional consolidation problem and Mandel’s two-dimensional consolidation problem shows that the calculation results of this method are in good agreement with the analytical solution. Through the numerical calculation of a two-dimensional single-phase flow single well production problem and a three-dimensional two-phase flow five-point well pattern production problem, the influence of the seepage stress coupling effect in reservoir numerical simulation is analyzed." @default.
- W4366998877 created "2023-04-27" @default.
- W4366998877 creator A5038557071 @default.
- W4366998877 creator A5061481520 @default.
- W4366998877 date "2023-04-25" @default.
- W4366998877 modified "2023-10-18" @default.
- W4366998877 title "Porous Media Model of Reservoir considering Seepage Stress Coupling and Seepage Field Analysis" @default.
- W4366998877 cites W1966946563 @default.
- W4366998877 cites W1977225333 @default.
- W4366998877 cites W1981844992 @default.
- W4366998877 cites W2000474073 @default.
- W4366998877 cites W2009479509 @default.
- W4366998877 cites W2019927875 @default.
- W4366998877 cites W2037987404 @default.
- W4366998877 cites W2046435379 @default.
- W4366998877 cites W2055072688 @default.
- W4366998877 cites W2057002784 @default.
- W4366998877 cites W2067170316 @default.
- W4366998877 cites W2080365077 @default.
- W4366998877 cites W2082688453 @default.
- W4366998877 cites W2111779446 @default.
- W4366998877 cites W2127737356 @default.
- W4366998877 cites W2136756489 @default.
- W4366998877 cites W2206179874 @default.
- W4366998877 cites W2949777870 @default.
- W4366998877 cites W3134605651 @default.
- W4366998877 cites W3217013068 @default.
- W4366998877 cites W4210491896 @default.
- W4366998877 cites W4220683687 @default.
- W4366998877 cites W4291570630 @default.
- W4366998877 doi "https://doi.org/10.1155/2023/3759667" @default.
- W4366998877 hasPublicationYear "2023" @default.
- W4366998877 type Work @default.
- W4366998877 citedByCount "0" @default.
- W4366998877 crossrefType "journal-article" @default.
- W4366998877 hasAuthorship W4366998877A5038557071 @default.
- W4366998877 hasAuthorship W4366998877A5061481520 @default.
- W4366998877 hasBestOaLocation W43669988771 @default.
- W4366998877 hasConcept C102579867 @default.
- W4366998877 hasConcept C121332964 @default.
- W4366998877 hasConcept C121955636 @default.
- W4366998877 hasConcept C127313418 @default.
- W4366998877 hasConcept C127413603 @default.
- W4366998877 hasConcept C131584629 @default.
- W4366998877 hasConcept C13280743 @default.
- W4366998877 hasConcept C134306372 @default.
- W4366998877 hasConcept C135628077 @default.
- W4366998877 hasConcept C138885662 @default.
- W4366998877 hasConcept C144133560 @default.
- W4366998877 hasConcept C147903338 @default.
- W4366998877 hasConcept C181330731 @default.
- W4366998877 hasConcept C187320778 @default.
- W4366998877 hasConcept C187691185 @default.
- W4366998877 hasConcept C191897082 @default.
- W4366998877 hasConcept C192562407 @default.
- W4366998877 hasConcept C205951836 @default.
- W4366998877 hasConcept C21036866 @default.
- W4366998877 hasConcept C2776014549 @default.
- W4366998877 hasConcept C2778414698 @default.
- W4366998877 hasConcept C33923547 @default.
- W4366998877 hasConcept C41895202 @default.
- W4366998877 hasConcept C500300565 @default.
- W4366998877 hasConcept C50478463 @default.
- W4366998877 hasConcept C57879066 @default.
- W4366998877 hasConcept C66938386 @default.
- W4366998877 hasConcept C73000952 @default.
- W4366998877 hasConcept C85676937 @default.
- W4366998877 hasConcept C97842125 @default.
- W4366998877 hasConceptScore W4366998877C102579867 @default.
- W4366998877 hasConceptScore W4366998877C121332964 @default.
- W4366998877 hasConceptScore W4366998877C121955636 @default.
- W4366998877 hasConceptScore W4366998877C127313418 @default.
- W4366998877 hasConceptScore W4366998877C127413603 @default.
- W4366998877 hasConceptScore W4366998877C131584629 @default.
- W4366998877 hasConceptScore W4366998877C13280743 @default.
- W4366998877 hasConceptScore W4366998877C134306372 @default.
- W4366998877 hasConceptScore W4366998877C135628077 @default.
- W4366998877 hasConceptScore W4366998877C138885662 @default.
- W4366998877 hasConceptScore W4366998877C144133560 @default.
- W4366998877 hasConceptScore W4366998877C147903338 @default.
- W4366998877 hasConceptScore W4366998877C181330731 @default.
- W4366998877 hasConceptScore W4366998877C187320778 @default.
- W4366998877 hasConceptScore W4366998877C187691185 @default.
- W4366998877 hasConceptScore W4366998877C191897082 @default.
- W4366998877 hasConceptScore W4366998877C192562407 @default.
- W4366998877 hasConceptScore W4366998877C205951836 @default.
- W4366998877 hasConceptScore W4366998877C21036866 @default.
- W4366998877 hasConceptScore W4366998877C2776014549 @default.
- W4366998877 hasConceptScore W4366998877C2778414698 @default.
- W4366998877 hasConceptScore W4366998877C33923547 @default.
- W4366998877 hasConceptScore W4366998877C41895202 @default.
- W4366998877 hasConceptScore W4366998877C500300565 @default.
- W4366998877 hasConceptScore W4366998877C50478463 @default.
- W4366998877 hasConceptScore W4366998877C57879066 @default.
- W4366998877 hasConceptScore W4366998877C66938386 @default.
- W4366998877 hasConceptScore W4366998877C73000952 @default.
- W4366998877 hasConceptScore W4366998877C85676937 @default.
- W4366998877 hasConceptScore W4366998877C97842125 @default.