New Analytic Solution Related to the Richards, Philip, and Green-Ampt Equations for Infiltration

被引:18
|
作者
Prevedello, Celso Luiz [2 ]
Thomazoni Loyola, Jocely Maria [3 ]
Reichardt, Klaus
Nielsen, Donald R. [1 ,4 ]
机构
[1] Univ Sao Paulo, CENA, Soil Phys Lab, BR-13418900 Piracicaba, SP, Brazil
[2] Parana State Univ, Soils & Agr Engn Dep, BR-80030035 Curitiba, Parana, Brazil
[3] Parana State Univ, Dept Civil Construct, BR-81531990 Curitiba, Parana, Brazil
[4] Univ Calif Davis, Dept Land Air & Water Resources, Davis, CA 95616 USA
来源
VADOSE ZONE JOURNAL | 2009年 / 8卷 / 01期
关键词
PONDED CONDITIONS; WATER; SOIL; FLOW;
D O I
10.2136/vzj2008.0091
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Based on physical laws of similarity, an analytic solution of the soil water potential form of the Richards equation was derived for water infiltration into a homogeneous sand. The derivation assumes a similarity between the soil water retention function and that of the soil water content profiles taken at fixed times. The new solution successfully described soil water content profiles experimentally measured for water infiltrating downward, upward, and horizontally into a homogeneous sand and agrees with that presented by Philip in 1957. The utility of this analysis is still to be verified, but it is expected to hold for soils that have a narrow pore-size distribution before wetting and that manifest a sharp increase of water content at the wetting front during infiltration. The effect of van Genuchten's parameters alpha and n on the application of the solution to other porous media was investigated. The solution also improves and provides a more realistic description of the infiltration process than that pioneered by Green and Ampt in 1911.
引用
收藏
页码:127 / 135
页数:9
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