DAM-BREAK FLOWS IN CURVED CHANNEL

被引:40
作者
MILLER, S [1 ]
CHAUDHRY, MH [1 ]
机构
[1] WASHINGTON STATE UNIV,DEPT CIVIL & ENVIRONM ENGN,PULLMAN,WA 99164
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1989年 / 115卷 / 11期
关键词
D O I
10.1061/(ASCE)0733-9429(1989)115:11(1465)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:1465 / 1478
页数:14
相关论文
共 22 条
[1]  
Chaudhry M., 1987, APPL HYDRAULIC TRANS
[2]  
CHAUDHRY MH, 1990, OPEN CHANNEL FLOW
[3]  
CHERVET A, 1970, SCHWIZERISCHE BAUZEI, V85
[4]  
Dressler R., 1954, PROC INT ASS SCI HYD, V3, P319
[5]   SIMULATION OF ONE-DIMENSIONAL DAM-BREAK FLOWS [J].
FENNEMA, RJ ;
CHAUDHRY, MH .
JOURNAL OF HYDRAULIC RESEARCH, 1987, 25 (01) :41-51
[6]  
FENNEMA RJ, 1985, THESIS WASHINGTON ST
[7]  
FENNEMA RJ, 1989, J HYDR RES, V27
[8]  
Fread D.L., 1984, DAMBRK NWS DAM BREAK
[9]  
FREAD DL, 1977, OCT P DAM BREAK FLOO, P164
[10]  
KATAPODES ND, 1983, J HYDRAULIC ENG, V109, P702