裂隙岩体渗流特性及溶质运移研究综述
摘要
本文介绍了裂隙岩体立方定理的应用及演化,裂隙岩体渗流应力耦合模型研究,裂隙岩体溶质运移研究。综述了国内外关于裂隙岩体的渗流、水力耦合、溶质运移的试验及理论研究。通过分析表明,立方定理等理论研究当前仍具有不可靠性,在未来的研究中,需要通过物理模型试验对这些理论进一步修正,在建立物模试验研究系统时,可采用粒子追踪技术进行传质研究,建立裂隙网络模型与渗流传质特性的定量评估方法,并应用于实际工程中去。
引文
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[2]LOMIZE G M.Flow in fractured rocks.Moscow:Gosemergoizdat,1951.
[3]ROMM E S. Flow Characteristics of fractured rocks.Moscow:Nedra,1996.
[4]Tsang Y W,Witherspoon P A.Hydromechanical behavior of a deformable rock fractures subject to normal stress. Journal of Geophys Research,1981,86(B10):9187-9298.
[5]Dronfield D G,Silliman S E.Velocity dependence of dispersion for transport through a single fracture of variable roughness.Water Resource Research,1993,29(10):3477-3483.
[6]管后春,罗绍河,钱家忠.单个粗糙裂隙中水流及溶质运移研究进展[J].合肥工业大学学报(自然科学版),2006,29(9):1063-1067.