On the critical velocities and depths in a nonuniform steady flow in an open channel

被引：0
|
作者：
Bukreev V.I. [1 ]
机构：
[1] Institute of Hydrodynamics, Siberian Division, Russian Academy of Sciences, Novosibirsk 630090
来源：
Water Resources | 2004年 / 31卷 / 1期
基金：
俄罗斯基础研究基金会;
关键词：
Gravity Wave; Open Channel; Steady Flow; Critical Velocity; Critical Depth;
D O I：
10.1023/B:WARE.0000013570.57703.bc
中图分类号：
学科分类号：
摘要：
The results of experiments discussed in this paper show that some characteristics of gravity waves in finite-depth water can be used in the case of steady flows with a pronounced nonuniformity in open channels. In particular, in addition to the classical critical velocity and depth, the higher (second) critical velocity and (second) critical depth can be used. © 2004 MAIK "Nauka/Interperiodica".
引用
收藏
页码：35 / 40
页数：5
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