TECHNICAL PAPERS
Aug 15, 2002

Assessment of Three Infiltration Formulas based on Model Fitting on Richards Equation

Publication: Journal of Hydrologic Engineering
Volume 7, Issue 5

Abstract

The Richard’s equation was used to numerically model 1D flow within unsaturated topsoil and solved using a two-step Crank-Nicolson scheme. Under constant water supply, the Darcy velocity obtained at the upper boundary, the ground surface, is regarded as the correct infiltration rate. Based on this, three infiltration-capacity formulas by Horton, Philip, and Green-Ampt were evaluated for three types of soil. Results demonstrated that all three formulas provide similar fits to the numerical results, but the Horton formula differs most as compared to the other two formulas in terms of infiltration rate. The cumulative infiltration curves were not distinguishable from each other. By perturbing the rainfall intensity, duration, and initial soil moisture content, regression results demonstrated that only the saturated hydraulic conductivity Ks can be used as a good estimator for parameter k (or fc) in all formulas. The other two parameters, however, will deviate from their original values. Only the late-time infiltration parameter (k or fc) can be predicted a priori using measured ks values.

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References

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 7Issue 5September 2002
Pages: 373 - 379

History

Received: May 6, 1999
Accepted: Jan 4, 2002
Published online: Aug 15, 2002
Published in print: Sep 2002

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Authors

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Shaohua Marko Hsu, P.E., M.ASCE
Associate Professor, Dept. of Hydraulic Engineering, Feng Chia Univ., Taichung, Taiwan 407, R.O.C.
Chuen-Fa Ni
Research Assistant, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48823.
Pi-Fang Hung
Associate Professor, Dept. of Information Management, Overseas Chinese Institute of Technology, Taichung, Taiwan 407, R.O.C.

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