EFFECT OF BOUNDARY ROUGHNESS ON HYDRAULIC JUMP.

被引：0
|
作者：
Gill, M.A.
机构：
来源：
International Water Power and Dam Construction | 1980年 / 32卷 / 01期
关键词：
BAFFLE PIERS;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Modifications to the classic Belanger equation relating to the upstream and downstream depths in an open channel with the water velocity and Froude number that lead to a much closer approximation to the actual values are described. Effect of baffle piers on hydraulic jump is shown schematically.
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页码：22 / 24
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