Accuracy of the kinematic wave and diffusion wave approximations for time-independent flows with infiltration included

被引:0
作者
Singh, VP [1 ]
Aravamuthan, V [1 ]
机构
[1] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
关键词
kinematic wave approximation; diffusion wave approximation; time-independent flow; infiltration; Froude number; kinematic wave number;
D O I
10.1002/(SICI)1099-1085(19981015)12:12<1951::AID-HYP627>3.0.CO;2-6
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Errors in the kinematic wave and diffusion wave approximation for time-independent (or steady-state) cases of channel flow with infiltration were derived for three types of boundary conditions: zero flow at the upstream end, and critical flow depth and zero depth gradient at the downstream end. The diffusion wave approximation was found to be in excellent agreement with the dynamic wave approximation, with errors of less than 1.4% for KF02 greater than or equal to 7.5, and up to 14% for KF02 less than or equal to 0.75 for the upstream boundary condition of zero discharge and finite depth, where Kis the kinematic wave number and Fo is the Froude number. The kinematic wave approximation was reasonably accurate except at the channel boundaries and for small values of KF02(less than or equal to 1). The accuracy of these approximations was significantly influenced by the downstream boundary, both in terms of the magnitude of the error and the segment of the channel reach for which these approximations would be applicable. (C) 1998 John Wiley & Sons, Ltd.
引用
收藏
页码:1951 / 1979
页数:29
相关论文
共 8 条
[1]   ON THE DIFFUSION WAVE MODEL FOR OVERLAND-FLOW .2. STEADY-STATE ANALYSIS [J].
GOVINDARAJU, RS ;
JONES, SE ;
KAVVAS, ML .
WATER RESOURCES RESEARCH, 1988, 24 (05) :745-754
[2]  
MORRIS M, 1978, J HYDROL, V40, P31
[3]   ON THE DIFFUSION WAVE MODEL FOR OVERLAND-FLOW STEADY-STATE ANALYSIS .2. [J].
PARLANGE, JY ;
HOGARTH, WL ;
SANDER, GC ;
SURIN, A ;
HAVERKAMP, R .
WATER RESOURCES RESEARCH, 1989, 25 (08) :1923-1924
[4]  
PARLANGE JY, 1990, WATER RESOUR RES, V26, P579, DOI 10.1029/89WR03333
[5]   ONE-DIMENSIONAL FLOW OVER A PLANE - CRITERIA FOR KINEMATIC WAVE MODELING [J].
PEARSON, CP .
JOURNAL OF HYDROLOGY, 1989, 111 (1-4) :39-48
[6]  
Singh V. P., 1993, 20 WRR LOUIS STAT U
[7]   ACCURACY OF KINEMATIC WAVE AND DIFFUSION WAVE APPROXIMATIONS FOR TIME-INDEPENDENT FLOWS [J].
SINGH, VP ;
ARAVAMUTHAN, V .
HYDROLOGICAL PROCESSES, 1995, 9 (07) :755-782
[8]   UNSTEADY 1-DIMENSIONAL FLOW OVER A PLANE - RISING HYDROGRAPH [J].
WOOLHISER, DA ;
LIGGETT, JA .
WATER RESOURCES RESEARCH, 1967, 3 (03) :753-+