63 / 2024-07-29 10:09:30
Effects of stochastic fracture surface roughness on the 3D water flow and heat transfer in fractured rocks
fractured rocks; fracture surface roughness; hydro-mechanical model; heat and mass transfer
全文待审
刘东东 / 广州市市政工程设计研究总院有限公司
习宇 / 广州市市政工程设计研究总院有限公司
Effects of fracture surface roughness on the coupled hydro-thermal processes in rocks with single fracture have been systematically studied, whereas the variability of fracture aperture in a three-dimensional(3D) discrete fracture network(DFN) is generally neglected. The present work conducted to investigate the influences of stochastic fracture surface roughness in the 3D macroscopic water flow and heat transfer in fractured rocks. Two different Joint Roughness Coefficient(JRC) distribution functions were fitted on the basis of the published JRC data at Bakhtiary dam site and Oskarshamn/Forsmark mountain, and two different fracture hydro-mechanical aperture relationship models were used to calculate the fracture hydraulic aperture. The role of JRC distribution varieties and hydro-mechanical aperture relationship diversities in flow rate and temperature distribution in fractured rocks were numerically analyzed by using COMSOL Multiphysics finite element software. Numerical results indicate that: Lognormal distribution and normal distribution are adopted to appropriately describe the JRC distribution at Bakhtiary dam site and Oskarshamn/Forsmark mountain, respectively; Fractured rocks with JRC lognormal distribution are more permeable than those with JRC normal distribution; Li & Jiang model provides a greater fracture hydraulic aperture than Barton model resulting in faster moving cold front, the water outflow, hydraulic pressure and temperature in Barton model are more sensitive to JRC distribution.
重要日期
  • 会议日期

    10月18日

    2024

    10月21日

    2024

  • 09月10日 2024

    初稿截稿日期

  • 10月08日 2024

    报告提交截止日期

  • 10月21日 2024

    注册截止日期

主办单位
中国土木工程学会隧道及地下工程分会
中山大学
承办单位
中山大学土木工程学院
隧道工程灾变防控与智能建养全国重点实验室
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