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    Derivation of Infiltration Equation Using Systems Approach

    Source: Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author:
    V. P. Singh
    ,
    F. X. Yu
    DOI: 10.1061/(ASCE)0733-9437(1990)116:6(837)
    Publisher: American Society of Civil Engineers
    Abstract: A general infiltration model is derived using a systems approach. The models of Horton, Kostiakov, Overton, Green and Ampt, and Philip are some of the example models that are shown as special cases of the general model. An equivalence between the Green‐Ampt model and the Philip two‐term model is shown. The general model also provides a solution for the Holtan model expressing infiltration as a function of time. This solution of the Holtan model has not been reported in the literature. A first‐order analysis is performed to quantify the uncertainty involved with the generalized model. The general infiltration model contains five parameters. Two of the parameters are physically based and can therefore be estimated from the knowledge of soil properties, antecedent soil moisture conditions, and infiltration measurements; the remaining three can be determined using the least squares method. The model is verified using ten observed infiltration data sets. Agreement between observed and computed infiltration is quite good.
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      Derivation of Infiltration Equation Using Systems Approach

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/27193
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    contributor authorV. P. Singh
    contributor authorF. X. Yu
    date accessioned2017-05-08T20:47:19Z
    date available2017-05-08T20:47:19Z
    date copyrightNovember 1990
    date issued1990
    identifier other%28asce%290733-9437%281990%29116%3A6%28837%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27193
    description abstractA general infiltration model is derived using a systems approach. The models of Horton, Kostiakov, Overton, Green and Ampt, and Philip are some of the example models that are shown as special cases of the general model. An equivalence between the Green‐Ampt model and the Philip two‐term model is shown. The general model also provides a solution for the Holtan model expressing infiltration as a function of time. This solution of the Holtan model has not been reported in the literature. A first‐order analysis is performed to quantify the uncertainty involved with the generalized model. The general infiltration model contains five parameters. Two of the parameters are physically based and can therefore be estimated from the knowledge of soil properties, antecedent soil moisture conditions, and infiltration measurements; the remaining three can be determined using the least squares method. The model is verified using ten observed infiltration data sets. Agreement between observed and computed infiltration is quite good.
    publisherAmerican Society of Civil Engineers
    titleDerivation of Infiltration Equation Using Systems Approach
    typeJournal Paper
    journal volume116
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1990)116:6(837)
    treeJournal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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