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粗糙裂隙水、气两相流相对渗透系数模型与数值分析
引用本文:盛建龙,韩云飞,叶祖洋,程爱平,黄诗冰.粗糙裂隙水、气两相流相对渗透系数模型与数值分析[J].岩土力学,2020,41(3):1048-1055.
作者姓名:盛建龙  韩云飞  叶祖洋  程爱平  黄诗冰
作者单位:1. 武汉科技大学 资源与环境工程学院,湖北 武汉 430081;2. 武汉科技大学 冶金矿产资源高效利用与造块湖北省重点实验室,湖北 武汉 430081
基金项目:国家自然科学基金资助项目(No.51709207,No.41762020,No.51679173);湖北省自然科学基金(No.2018CFB631)。
摘    要:粗糙裂隙水、气两相流相对渗透系数是岩体工程多相渗流以及水力耦合分析的重要参数。从粗糙裂隙的细观结构出发,基于毛细吸持理论和立方定理,提出了粗糙裂隙水、气两相流相对渗透系数模型。通过与具有不同空间分布的粗糙裂隙水、气两相流试验数据对比分析,验证了模型的准确性。为进一步验证理论模型对不同粗糙程度裂隙的适用性,基于SRAM与Invasion Percolation模型,提出了粗糙裂隙的开度分布生成以及水、气两相流数值分析方法,计算结果表明理论模型与数值数据基本吻合一致,且优于X模型、V-C模型以及Corey模型。

关 键 词:粗糙裂隙  相对渗透系数  饱和度  数值分析
收稿时间:2019-03-20
修稿时间:2019-07-31

Relative permeability model for water-air two-phase flow in rough-walled fractures and numerical analysis
SHENG Jian-long,HAN Yun-fei,YE Zu-yang,CHENG Ai-ping,HUANG Shi-bing.Relative permeability model for water-air two-phase flow in rough-walled fractures and numerical analysis[J].Rock and Soil Mechanics,2020,41(3):1048-1055.
Authors:SHENG Jian-long  HAN Yun-fei  YE Zu-yang  CHENG Ai-ping  HUANG Shi-bing
Institution:1. School of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, Hubei 430081, China; 2. Hubei Key Laboratory for Efficient Utilization and Agglomeration of Metallurgical Mineral Resources, Wuhan University of Science and Technology, Wuhan, Hubei 430081, China
Abstract:The relative permeabilities for water-air two-phase flow in rough-walled fractures of rock are significant parameters on multiphase flow and hydro-coupling analysis in fractured rock engineering. According to the capillary theory and cubic law, the rough-walled fractures are conceptualized as a large number of parallel plates of different apertures, and a relative permeability model for water-air two-phase flow in rough-walled fractures is proposed on the basis of micro structure of rough-walled fractures. The theoretical model is validated by the comparison with experimental data from two different rough-walled fractures with distinguished spatial distributions. No matter for water phase or air phase, the proposed model can satisfy the experimental data better than X model, V-C model and Corey model. In order to evaluate the feasibility of the proposed model on rough-walled fractures with different spatial distributions, a numerical approach is developed to generate the aperture distribution based on random successive addition method, and to perform water-air two-phase flow process based on the invasion percolation model, respectively. On the basis of a large number of numerical results, predictions of the proposed model are consistent with the calculated data and presents better goodness of fit than X model, V-C model and Corey model. This more reliable analytical model can be used for better understanding the multiphase flow and hydro-coupling analysis in fractured rock.
Keywords:rough-walled fracture  relative permeability  saturation  numerical simulation  
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