SIMULATION OF ONE-DIMENSIONAL DAM-BREAK FLOWS

被引:68
作者
FENNEMA, RJ [1 ]
CHAUDHRY, MH [1 ]
机构
[1] WASHINGTON STATE UNIV,DEPT CIVIL & ENVIRONM ENGN,PULLMAN,WA 99164
关键词
D O I
10.1080/00221688709499287
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
18
引用
收藏
页码:41 / 51
页数:11
相关论文
共 18 条
[1]  
ABBOTT MB, 1982, ENV APPL COMPUTATION, V1, P11
[2]  
Abbott MB., 1979, Computational hydraulics: elements of the theory of free surface flows
[3]   IMPLICIT FINITE-DIFFERENCE ALGORITHM FOR HYPERBOLIC SYSTEMS IN CONSERVATION-LAW FORM [J].
BEAM, RM ;
WARMING, RF .
JOURNAL OF COMPUTATIONAL PHYSICS, 1976, 22 (01) :87-110
[4]  
Cunge J.A., 1980, PRACTICAL ASPECTS CO
[5]  
Dressler R.F., 1954, ASSEMBL E G N RALE R, P319
[6]   HYDRAULIC RESISTANCE EFFECT UPON THE DAM-BREAK FUNCTIONS [J].
DRESSLER, RF .
JOURNAL OF RESEARCH OF THE NATIONAL BUREAU OF STANDARDS, 1952, 49 (03) :217-225
[8]  
JAMESON A, 1981, 14TH AIAA FLUID PLAS
[9]  
KATOPODES ND, 1978, J HYDRAUL DIV ASCE, P1269
[10]  
MAHMOOD K, 1979, UNSTEADY FLOW OPEN C