Analytical solutions of the linearized Richards equation for discrete arbitrary initial and boundary conditions

被引:51
作者
Menziani, Marilena
Pugnaghi, Sergio
Vincenzi, Sergio
机构
[1] Univ Modena & Reggio Emilia, Dipartimento Ingn Mat & Ambiente, I-41100 Modena, Italy
[2] CNR, Ist Sci Marine, Venice, Italy
关键词
Richards equation; unsaturated zone flow; infiltration; evaporation;
D O I
10.1016/j.jhydrol.2006.06.030
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Solutions of the linearized one-dimensional Richards equation for discrete arbitrary initial and boundary conditions are presented. The result is the soil water content at any required time and depth in a semi-infinite unsaturated porous medium domain. The initial condition can be any discrete soil water content profile (e.g., experimentally measured) and the boundary condition can be any discrete water flux applied at the surface (e.g., experimentally derived). The procedure described in the paper is valid for any series of successive atmosphere-controlled and soil-controlled phases of infiltration or evaporation as required by the given boundary condition. The procedure provides the ponding time, the desiccation time and the surface water flux during the soil-controlled phases. The comparison among the proposed solutions and some exact analytical solutions is presented as well as the cumulative fluxes. As expected, the agreement between the proposed solutions and the exact analytical solutions depend on the time step chosen for the boundary condition and on the space step chosen for the initial condition. (c) 2006 Elsevier B.V.. All rights reserved.
引用
收藏
页码:214 / 225
页数:12
相关论文
共 27 条
[1]  
[Anonymous], 1990, ASCE MANUAL REPORTS
[2]  
[Anonymous], 1964, Handbook of mathematical functions
[3]   Multidimensional linearized nonsteady infiltration with prescribed boundary conditions at the soil surface [J].
Basha, HA .
WATER RESOURCES RESEARCH, 1999, 35 (01) :75-83
[4]  
Brutsaert W., 2005, HYDROLOGY AN INTRO
[5]   Analytical solutions of one-dimensional infiltration before and after ponding [J].
Chen, JM ;
Tan, YC ;
Chen, CH .
HYDROLOGICAL PROCESSES, 2003, 17 (04) :815-822
[6]   Analytical solutions for linearized Richards equation with arbitrary time-dependent surface fluxes [J].
Chen, JM ;
Tan, YC ;
Chen, CH ;
Parlange, JY .
WATER RESOURCES RESEARCH, 2001, 37 (04) :1091-1093
[7]  
Hillel D., 1980, APPL SOIL PHYS
[8]   1ST INTEGRALS OF THE INFILTRATION EQUATION - ADDENDUM [J].
HOGARTH, WL ;
PARLANGE, JY ;
NORBURY, J .
SOIL SCIENCE, 1992, 154 (05) :341-343
[9]   1ST INTEGRALS OF THE INFILTRATION EQUATION .2. NONLINEAR CONDUCTIVITY [J].
HOGARTH, WL ;
PARLANGE, JY ;
BRADDOCK, RD .
SOIL SCIENCE, 1989, 148 (03) :165-171
[10]   Application and improvement of a recent approximate analytical solution of Richards' equation [J].
Hogarth, WL ;
Parlange, JY .
WATER RESOURCES RESEARCH, 2000, 36 (07) :1965-1968