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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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发表于 2025-3-21 16:08:17 | 显示全部楼层 |阅读模式
书目名称Discrete Fracture Network Modeling of Hydraulic Stimulation
副标题Coupling Flow and Ge
编辑Mark W. McClure,Roland N. Horne
视频video
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
丛书名称SpringerBriefs in Earth Sciences
图书封面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
关键词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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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.
发表于 2025-3-22 07:11:58 | 显示全部楼层
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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发表于 2025-3-22 13:22:45 | 显示全部楼层
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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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.
发表于 2025-3-23 08:08:47 | 显示全部楼层
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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