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| STUDY OF INERTIAL COEFFICIENT OF NON-DARCY SEEPAGE FLOW |
| XU Kai1，LEI Xuewen1，MENG Qingshan2，ZHOU Xibo3 |
(1. College of Urban Construction，Wuhan University of Science and Technology，Wuhan，Hubei 430065，China；
2. State Key Laboratory of Geomechanics and Geotechnical Engineering，Institute of Rock and Soil Mechanics，Chinese Academy
of Sciences，Wuhan，Hubei 430071，China；3. Wuhan Architectural Design Institute，Wuhan，Hubei 430014，China) |
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Abstract For the limitation of the experimental technique，those formulas may not apply to the seepage field calculation of water and hydropower projects or other particular engineering applications. In view of the seepage analysis for hydropower engineering，the effective formula for ? is obtained by means of numerical simulation tests based on the results of previous studies in theoretical and experimental analysis. The influence of the coefficient value on the nonlinear characteristics in seepage field is discussed. It is essentially a method to obtain a calculating formula of inertial coefficient which is suitable for those particular application fields by filtrating and summarizing the data of the previously reported experiments by using the numerical methods. The conclusions have significance in the engineering application and the theoretical study of non-Darcy seepage flow.
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Received: 03 June 2011
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LIU Yintong1, 2, MAO Lingtao2, 3, CHENG Jianchao1, ZHANG Liao1, HOU Mengdong1, MAO Tingting1, . Percolation mechanism of seepage in rough rock fractures[J]. , 2026, 45(1): 118-143. |
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2012, Vol. 31 
