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contributor authorJeffry J. Stone
contributor authorRichard H. Hawkins
contributor authorEdward D. Shirley
date accessioned2017-05-08T20:47:55Z
date available2017-05-08T20:47:55Z
date copyrightJanuary 1994
date issued1994
identifier other%28asce%290733-9437%281994%29120%3A1%28128%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27516
description abstractWe develop an approximation of the Green‐Ampt infiltration equation by using the first two terms of a Taylor‐series expansion of the equation. The resulting approximate equation is in the form of the Philip's equation, with an added term to account for the error in the approximation. The Taylor‐series approximation is compared with Li et al.'s 1976 quadratic approximation for the case of constant rainfall with variable time to ponding. The maximum error for the new approximation is about 3.5%; and the maximum error for the quadratic approximation is about 8%. For a range of values of the ratio of infiltrated depth to capillary potential of 0.1 to 150 the approximation of the Taylor series fits the Green‐Ampt infiltrated depth more closely than the quadratic approximation. It is shown that the approximation of the Taylor series gives less error than the quadratic approximation for coarser textured soils.
publisherAmerican Society of Civil Engineers
titleApproximate Form of Green‐Ampt Infiltration Equation
typeJournal Paper
journal volume120
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1994)120:1(128)
treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 001
contenttypeFulltext


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