A customized fragment for seepage beneath a dam with a vertical wall

被引:0
|
作者
Zhang Y. [1 ,2 ,3 ]
Griffiths D.V. [3 ]
机构
[1] Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing
[2] College of Civil and Transportation Engineering, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing
[3] Department of Civil and Environmental Engineering, Colorado School of Mines, Golden, 80401, CO
关键词
exit gradient; finite element analysis; flow rate; method of fragments; seepage;
D O I
10.1139/cgj-2021-0153
中图分类号
学科分类号
摘要
Based on the method of fragments for the analysis of steady confined seepage, a customized type E fragment is developed, with results presented in the form of charts for the estimation of seepage quantities and exit gradients under embedded water-retaining structures with a vertical cut-off wall. The type E fragment is shown to be an extension of previously derived type A and type D fragments, allowing for both embedment and a cut-off wall. The charts are generated using finite element analysis and cover both isotropic and anisotropic permeability cases. Validation of the fragment is confirmed by comparison with existing method of fragments and full finite element analysis. The charts are shown to predict the flow rate and exit gradient more precisely than existing methods of fragments. The design charts presented in this paper cover a wide range of confined flow problems of practical interest. © 2021 The Author(s).
引用
收藏
页码:644 / 651
页数:7
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