Multidimensional linearized nonsteady infiltration toward a shallow water table

被引:39
作者
Basha, HA [1 ]
机构
[1] Univ Genoa, Dept Environm Engn, Genoa, Italy
[2] Amer Univ Beirut, Fac Engn & Architecture, Beirut, Lebanon
关键词
D O I
10.1029/2000WR900150
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The Green's function method is used to derive a general analytical model pertaining to multidimensional nonsteady infiltration toward a shallow water table with arbitrary initial conditions, boundary conditions, and root uptake forcing functions and for various simple source geometries. The general Green's function solution allows the derivation of particular analytical solutions pertaining to cases of surface and subsurface irrigation, evaporation, root uptake, and moisture redistribution. The model assumes that the hydraulic conductivity function is an exponential function of the water pressure and a linear function of the moisture content. One-dimensional solutions are obtained for time-dependent distributions of the flux at the land surface and of root uptake in the subsurface. Two- and three-dimensional solutions are also derived for point and line sources in the domain, for a strip, a rectangle, and a disc source at the land surface, and for two- and three-dimensional moisture redistribution and root uptake. Most of the solutions are a product of two terms; one term is a function of depth while the other term is a function of time and the lateral coordinates. Numerical results show the effect of the water table and soil type on the two-dimensional moisture movement from a strip source.
引用
收藏
页码:2567 / 2573
页数:7
相关论文
共 12 条
[1]   Multidimensional linearized nonsteady infiltration with prescribed boundary conditions at the soil surface [J].
Basha, HA .
WATER RESOURCES RESEARCH, 1999, 35 (01) :75-83
[2]   Multidimensional quasi-linear steady infiltration toward a shallow water table [J].
Basha, HA .
WATER RESOURCES RESEARCH, 2000, 36 (07) :1697-1705
[3]  
Beck J. V., 1992, Heat conduction using Green's functions
[4]   MOISTURE VARIATION AT SOIL SURFACE AND ADVANCE OF WETTING FRONT DURING INFILTRATION AT CONSTANT FLUX [J].
BRAESTER, C .
WATER RESOURCES RESEARCH, 1973, 9 (03) :687-694
[5]  
GARDNER W. R., 1958, SOIL SCI, V85, P228, DOI 10.1097/00010694-195804000-00006
[6]  
Greenberg M. D., 1971, APPL GREENS FUNCTION
[7]  
Philip J.R., 1969, Advances in hydroscience, P215, DOI DOI 10.1016/B978-1-4831-9936-8.50010-6
[8]   STEADY INFILTRATION FROM CIRCULAR CYLINDRICAL CAVITIES [J].
PHILIP, JR .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1984, 48 (02) :270-278
[9]   THE QUASI-LINEAR APPROXIMATION FOR UNSATURATED POROUS-MEDIA FLOW [J].
PULLAN, AJ .
WATER RESOURCES RESEARCH, 1990, 26 (06) :1219-1234
[10]   Capillary conduction of liquids through porous mediums [J].
Richards, L. A. .
PHYSICS-A JOURNAL OF GENERAL AND APPLIED PHYSICS, 1931, 1 (01) :318-333