EXPLICIT METHODS FOR 2-D TRANSIENT FREE-SURFACE FLOWS

被引:217
作者
FENNEMA, RJ [1 ]
CHAUDHRY, MH [1 ]
机构
[1] WASHINGTON STATE UNIV,DEPT CIVIL & ENVIRONM ENGN,PULLMAN,WA 99164
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1990年 / 116卷 / 08期
关键词
D O I
10.1061/(ASCE)0733-9429(1990)116:8(1013)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
MacCormack and Gabutti explicit finite-difference schemes are introduced to integrate the equations describing two-dimensional, unsteady gradually varied flows. Both schemes are second-order accurate in space and time, allow sharp discontinuous initial conditions, and do not require isolation of the bores. Both sub- and supercritical flows may be present simultaneously in different parts of the channel or in a sequence in time. The inclusion of boundaries and stability conditions and the addition of artificial viscosity to smooth high-frequency oscillations are discussed. To illustrate application of the schemes in hydraulic engineering, two typical problems are solved and the results of different schemes are compared. © ASCE.
引用
收藏
页码:1013 / 1034
页数:22
相关论文
共 21 条
[1]   ACCURACY OF SHORT-WAVE NUMERICAL-MODELS [J].
ABBOTT, MB ;
MCCOWAN, AD ;
WARREN, IR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (10) :1287-1301
[2]  
Anderson D. A., 2020, COMPUTATIONAL FLUID, VFourth
[3]  
[Anonymous], 1979, COMPUTATIONAL HYDRAU
[4]  
Anton H., 1981, ELEMENTARY LINEAR AL, V3rd
[5]  
BENQUE JP, 1982, ENG APPLICATIONS COM
[6]  
Chaudhry M.H., 1991, OPEN CHANNEL FLOW
[7]  
CHAUDHRY MH, 1987, APPLIED HYDRAULIC TR, P379
[8]  
Cunge J., 1980, PRACTICAL ASPECTS CO
[9]   EXPLICIT NUMERICAL SCHEMES FOR UNSTEADY FREE-SURFACE FLOWS WITH SHOCKS [J].
FENNEMA, RJ ;
CHAUDHRY, MH .
WATER RESOURCES RESEARCH, 1986, 22 (13) :1923-1930
[10]  
FENNEMA RJ, 1987, J HYDRAUL RES, V24, P41