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    Approximate Form of Green‐Ampt Infiltration Equation

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author:
    Jeffry J. Stone
    ,
    Richard H. Hawkins
    ,
    Edward D. Shirley
    DOI: 10.1061/(ASCE)0733-9437(1994)120:1(128)
    Publisher: American Society of Civil Engineers
    Abstract: We 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.
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      Approximate Form of Green‐Ampt Infiltration Equation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27516
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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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