Overtopping breaching of noncohesive embankment dams

被引：0
|
作者：
Coleman, SE [1 ]
Jack, RC [1 ]
Melville, BW [1 ]
机构：
[1] Univ Auckland, Auckland 1, New Zealand
来源：
ENERGY AND WATER: SUSTAINABLE DEVELOPMENT - PROCEEDINGS OF THEME D: WATER FOR A CHANGING GLOBAL COMMUNITY | 1997年
关键词：
D O I：
暂无
中图分类号：
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号：
0807 ; 0820 ;
摘要：
Model studies of the overtopping failure of homogeneous embankment dams of cohesionless fill are presented. Observations are made in relation to breach channel profile, breach development, erosion processes and breach discharge. Equations are presented to describe discharge through the breach as a function of the breach crest length and the head on the breach crest as the breach develops.
引用
收藏
页码：42 / 47
页数：6
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