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Titlebook: Discrete Fracture Network Modeling of Hydraulic Stimulation; Coupling Flow and Ge Mark W. McClure,Roland N. Horne Book 2013 The Author(s) 2

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發(fā)表于 2025-3-21 16:08:17 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Discrete Fracture Network Modeling of Hydraulic Stimulation
副標題Coupling Flow and Ge
編輯Mark W. McClure,Roland N. Horne
視頻videohttp://file.papertrans.cn/282/281106/281106.mp4
概述An entirely new model that is a significant technical advance in the field.Fully calculates stresses due to deformation in large, complex discrete fracture networks, which has not been demonstrated by
叢書名稱SpringerBriefs in Earth Sciences
圖書封面Titlebook: Discrete Fracture Network Modeling of Hydraulic Stimulation; Coupling Flow and Ge Mark W. McClure,Roland N. Horne Book 2013 The Author(s) 2
描述Discrete Fracture Network Modeling of Hydraulic Stimulation describes the development and testing of a model that couples fluid-flow, deformation, friction weakening, and permeability evolution in large, complex two-dimensional discrete fracture networks.? The model can be used to explore the behavior of hydraulic stimulation in settings where matrix permeability is low and preexisting fractures play an important role, such as Enhanced Geothermal Systems and gas shale.? Used also?to describe pure shear stimulation, mixed-mechanism stimulation, or pure opening-mode stimulation. A variety of novel techniques to ensure efficiency and realistic model behavior?are implemented, and tested.? The simulation methodology can also be used as an efficient method for directly solving quasistatic fracture contact problems.? Results show how stresses induced by fracture deformation during stimulation directly impact the mechanism of propagation and the resulting fracture network.
出版日期Book 2013
關鍵詞Boundary Element Method; Discrete Fracture Modeling; Displacement Discontinuity Method; Geomechanics; Hy
版次1
doihttps://doi.org/10.1007/978-3-319-00383-2
isbn_softcover978-3-319-00382-5
isbn_ebook978-3-319-00383-2Series ISSN 2191-5369 Series E-ISSN 2191-5377
issn_series 2191-5369
copyrightThe Author(s) 2013
The information of publication is updating

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沙發(fā)
發(fā)表于 2025-3-22 00:17:04 | 只看該作者
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Discussion,in Fig.?3.1. The simulations ended when the entire system has reached the injection pressure. As in all simulations, matrix permeability was assumed negligible, so fluid did not leak off from the fractures.
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發(fā)表于 2025-3-22 07:11:58 | 只看該作者
Conclusions,y, and transmissivity evolution in large two-dimensional discrete fracture networks. Appropriate stress conditions and constraints on displacements are applied on elements depending on whether they are open, sliding, or stationary. Results are convergent to grid refinement, and discretization settin
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Book 2013ent method for directly solving quasistatic fracture contact problems.? Results show how stresses induced by fracture deformation during stimulation directly impact the mechanism of propagation and the resulting fracture network.
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發(fā)表于 2025-3-23 04:21:38 | 只看該作者
https://doi.org/10.1007/978-3-540-70863-6, and efficiency of the simulator and to test the effect of a variety of simulation options. In addition, tests were performed to evaluate the accuracy and scaling of Hmmvp for hierarchical matrix decomposition.
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發(fā)表于 2025-3-23 08:08:47 | 只看該作者
Yvonne von Bischopinck,Michael Ceypin Fig.?3.1. The simulations ended when the entire system has reached the injection pressure. As in all simulations, matrix permeability was assumed negligible, so fluid did not leak off from the fractures.
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