Roll waves in high gradient channels

被引:1
作者
Guo, JCY [1 ]
机构
[1] Univ Colorado, Denver, CO 80202 USA
关键词
high gradient channels; flow; design curves; roll waves;
D O I
10.1080/02508069908692136
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Vedernikov's number quantifies the allowable capacity that can be sustained as a stable uniform flow in a high gradient channel, but it does not provide any guidance to the design of freeboard when roll waves exist. Without considering roll waves, high gradient channels are undersized using the uniform flow approach and fail to maintain design integrity. This paper presents revised design curves to determine the stability of flow in high gradient channels. When the design condition exceeds the limiting condition roll waves should be considered in design. This study applies the model of moving hydraulic jump to simulate roll waves. It provides estimations for wave heights when Froude number is greater than 1.50.
引用
收藏
页码:65 / 69
页数:5
相关论文
共 11 条
[1]  
BROCK RR, 1969, J HYDRAULICS DIVISIO, V95
[2]  
CHOW VT, 1959, Open Channel Hydraulics
[3]  
ESCOFFIER FF, 1962, J HYDRAULICS DIVISIO, V88
[4]  
French RH, 1985, OPEN CHANNEL HYDRAUL
[5]  
Liggett J.A., 1975, UNSTEADY FLOW OPEN C, V1
[6]  
MAYER PG, 1957, THESIS CORNELL U
[7]  
STRONSTREET SE, 1996, ASCE C P N AM WAT EN
[8]  
THORSKY GN, 1970, J HYDRAULIC DIVISION, V96
[9]  
*US ARM CORPS ENV, 1991, HYDR DES FLOOD CONTR
[10]  
VEDERNIKOV VV, 1945, CR USSR ACAD SCI, V48