期刊文献+

不同节理粗糙度系数的裂隙渗流规律研究 被引量:15

Research on regulation of fracture seepage in different joint roughness coefficients
下载PDF
导出
摘要 裂隙的研究对石油开采、水利工程以及地下空间的利用都具有重要的意义。真实裂隙表面粗糙的几何形态会影响流体的流动特性及裂隙的传导能力,立方体定律难以满足使用条件。根据节理粗糙度(JRC)标准剖面轮廓曲线,采用逆向数字化建模方法,开展仿真模拟不同JRC裂隙渗流规律的研究。结果表明:作用在不同粗糙度裂隙两端的压差恒定时,随着节理粗糙度的增加裂隙内流体的流量逐渐减小;流入不同粗糙度裂隙单位体积流量恒定时,随着粗糙度的增加,作用在裂隙两端的压差逐渐增大;模拟结果与实验结果相对比,得出裂隙机械宽度与流量之间的关系曲线表现出明显的非线性特征,两条趋势线相吻合,均符合对数关系。 The research on fracture has important significance to oil development, irrigation works and underground space utilization. While the geometrical form of actual roughness of fracture surface will influence the specification of liquid flowing and conduction capability of fracture, cubic law is failed to be executed. Based on the standard section outline curve of JRC, various researches on different JRC regulation were performed via reverses digital modeling method. The result showed that when a consistent pressure differential acts on both sides of fractures owning different roughness, liquid flow is gradually reduced along with the increase of joint roughness , the differential pressure on both sides will be gradually increased with the increase of surface roughness when the flow that running into various certain surfaces is fixed. Comparing simulation result with experimental one, the relationship curve between fracture mechanical width and flow showed obvious non -linear feature, two lines match well and accord with logarithmic relation.
出处 《水资源与水工程学报》 2013年第5期41-44,共4页 Journal of Water Resources and Water Engineering
基金 国家自然科学基金青年基金项目(51104124) 中央财政支持地方高校发展专项资金项目(P027) 教育部博士点基金项目(20125121110001)
关键词 节理粗糙度系数 裂隙 数字化建模 仿真模拟 渗流 joint roughness coefficient fracture digital modeling analogue simulation seepage
  • 相关文献

参考文献17

  • 1Lomize G M. Flow in fracture rock [ M ]. Moscow : Gesen- ergoizdat, 1951.
  • 2Romm E S. Flow Characteristics of fractured rocks [ M ]. Moscow: Nedra, 1966.
  • 3Louis C. A study of groundwater flow in jointed rock and its influence on the stability of rock masses [ R ]. London : Im- perial College, 1969.
  • 4Patir N, Cheng H S. An average flow model for determining effects of three - dimensional roughness on partial hydrody- namic lubrication [ J ]. Journal of Lubrication Technology, 1978,100(1 ) : 12 - 17.
  • 5Barton N, Choubey V. The shear strength of rock joint S in theory and practice [ J ]. Rock Mechanics, 1977,10 ( 1 - 2) :1 -54.
  • 6Jiang Yujing, Li Bo, Tanabashi Y. Estimation the relation between surface roughness and mechanical properties rock joints [ J ]. International Journal of Rock Mechanics and Mining Sciences,2006,43 (6) : 837 - 846.
  • 7Hosseinian A. Analytical and numerical analysis of fluid flow through rough natural fracture profiles [ C ] Jj. 2010, SPE. ARMA218.
  • 8贺玉龙,陶玉敬,杨立中.不同节理粗糙度系数单裂隙渗流特性试验研究[J].岩石力学与工程学报,2010,29(A01):3235-3240. 被引量:35
  • 9王媛.单裂隙面渗流与应力的耦合特性[J].岩石力学与工程学报,2002,21(1):83-87. 被引量:70
  • 10蒋宇静,李博,王刚,李术才.岩石裂隙渗流特性试验研究的新进展[J].岩石力学与工程学报,2008,27(12):2377-2386. 被引量:62

二级参考文献203

共引文献225

同被引文献177

引证文献15

二级引证文献73

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部