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作者:

Ma, G. W. (Ma, G. W..) | Wang, H. D. (Wang, H. D..) | Fan, L. F. (Fan, L. F..) (学者:范立峰) | Chen, Y. (Chen, Y..)

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摘要:

A segmented two-phase flow model is developed to describe immiscible two-phase flow in discrete fracture networks; i.e., there is an abrupt interface separating the two immiscible fluids. The capillary pressure on the fluid material interface and gravity are considered. For two-phase flow in fracture networks it is inevitable to form a mixed fluid in some fracture segments. The mixed fluid is described by a homogeneous model, and parameter. gamma is introduced as a critical value controlling new fluid formation in mixed fluid. The governing equations for two-phase flow are solved with a developed numerical manifold method (NMM) which is verified using the finite element and analytical methods with two examples. Two-phase flow through a single fracture intersection acting as one of the basic elements for complex fracture networks is then analysed. Different inlet and outlet configurations are considered including one-inlet/two-outlets, two-inlets/one-outlet and one-inlet/multi-outlets. For the second configuration, parametric studies of defined parameter gamma and boundary conditions are carried out. In the third configuration, capillary pressure and gravity effects are discussed. The developed NMM is applied to the analysis of two-phase flow in a complicated fracture network showing that it is an efficient method for simulating segmented two-phase flow in fracture networks. Complex two-phase flow characteristics in the fracture networks that cannot be addressed in continuum models, e.g., the change in flow direction and transition from static to flow, are also revealed and analysed.

关键词:

Segmented two-phase flow model Incompressible two-phase flow Numerical manifold method Discrete fracture networks

作者机构:

  • [ 1 ] [Ma, G. W.]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 2 ] [Wang, H. D.]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 3 ] [Fan, L. F.]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 4 ] [Ma, G. W.]Hebei Univ Technol, Sch Civil & Transportat Engn, 5340 Xiping Rd, Tianjin 300401, Peoples R China
  • [ 5 ] [Ma, G. W.]Univ Western Australia, Sch Civil Environm & Min Engn, 35 Stirling Highway, Crawley, WA 6009, Australia
  • [ 6 ] [Wang, H. D.]Univ Western Australia, Sch Civil Environm & Min Engn, 35 Stirling Highway, Crawley, WA 6009, Australia
  • [ 7 ] [Chen, Y.]Univ Western Australia, Sch Civil Environm & Min Engn, 35 Stirling Highway, Crawley, WA 6009, Australia

通讯作者信息:

  • 范立峰

    [Fan, L. F.]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China

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来源 :

ADVANCES IN WATER RESOURCES

ISSN: 0309-1708

年份: 2018

卷: 121

页码: 112-129

4 . 7 0 0

JCR@2022

ESI学科: ENGINEERING;

ESI高被引阀值:156

JCR分区:1

被引次数:

WoS核心集被引频次: 17

SCOPUS被引频次: 20

ESI高被引论文在榜: 0 展开所有

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