Wave motion in rockfill embankments

被引：1

作者：

Hannoura, A. A. ^{[1
]}

McCorquodale, J. A. ^{[2
]}

机构：

[1] Univ New Orleans, Sch Engn, New Orleans, LA 70148 USA

[2] Univ Windsor, Dept Civil Engn, Windsor, ON N9B 3P4, Canada

来源：

ADVANCES IN WATER RESOURCES | 1979年 / 2卷

关键词：

D O I：

10.1016/0309-1708(79)90027-7

中图分类号：

TV21 [水资源调查与水利规划];

学科分类号：

081501 ;

摘要：

A combined finite element-method of characteristics is used to simulate wave motion in sloping multilayered embankments. Experimental investigation was undertaken to obtain representative interface boundary conditions and to verify the numerical model. The numerical and experimental results of the internal water surface are in good agreement. Further study is needed to refine the interface boundary conditions.

引用

页码：149 / 152

页数：4

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