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NON-LCL AND TRACER TEST FOR GROUNDWATER FLOW IN A SINGLE FRACTURE 被引量:1
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作者 QIAN Jia-zhong LIU Yong +3 位作者 WANG Jian-hua GUAN Hou-chun CHEN Shi-jun WANG Jia-quan 《Journal of Hydrodynamics》 SCIE EI CSCD 2006年第1期104-108,共5页
The validity of Local Cubic Law (LCL) is an important issue to study groundwater flow and transport in fractured media. According to laboratory simulaion tests, the average velocity with a lower gradient in a single... The validity of Local Cubic Law (LCL) is an important issue to study groundwater flow and transport in fractured media. According to laboratory simulaion tests, the average velocity with a lower gradient in a single fracture is calculated by the LCL, which is compared with the measured average velocity. Then dye tracer test is designed and completed. The evidence for non-LCL, is drawn from the results of the simulation tests and the dye tracer tests. Then the Reynolds number of groundwater is calculated, the critical value of Re for laminar flow is discussed in a single fracture under different conditions. The motion types for groundwater flow have been discussed. 展开更多
关键词 non-Local Cubic Law (LCL) tracer test groundwater flow in a single fracture
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