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    Adaptation of Horton and SCS Infiltration Equations to Complex Storms

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author:
    Gert Aron
    DOI: 10.1061/(ASCE)0733-9437(1992)118:2(275)
    Publisher: American Society of Civil Engineers
    Abstract: Two equations commonly used for estimating and modeling infiltration from pervious land surfaces are those developed by Horton and the U.S. Soil Conservation Service (SCS). The main shortcoming of the Horton equation is the strong dependence of the infiltration rate on the starting time of the rain, which becomes particularly critical when a rainfall event starts at a low intensity. The SCS equation, which was originally developed for runoff and later converted to compute infiltration losses, suffers from the complete lack of a time relationship. The problems associated with these shortcomings are discussed in this paper. The Horton equation is modified to make the infiltration rate a function of cumulative antecedent infiltration. A linear filter, in conjunction with two of the Horton parameters, is suggested to delay the SCS infiltration increments. In addition, a concept proposed by Bauer to incorporate deep percolation into infiltration equations is adopted to provide for the recovery of infiltration capacity between consecutive storm bursts.
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      Adaptation of Horton and SCS Infiltration Equations to Complex Storms

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    contributor authorGert Aron
    date accessioned2017-05-08T20:47:33Z
    date available2017-05-08T20:47:33Z
    date copyrightMarch 1992
    date issued1992
    identifier other%28asce%290733-9437%281992%29118%3A2%28275%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27319
    description abstractTwo equations commonly used for estimating and modeling infiltration from pervious land surfaces are those developed by Horton and the U.S. Soil Conservation Service (SCS). The main shortcoming of the Horton equation is the strong dependence of the infiltration rate on the starting time of the rain, which becomes particularly critical when a rainfall event starts at a low intensity. The SCS equation, which was originally developed for runoff and later converted to compute infiltration losses, suffers from the complete lack of a time relationship. The problems associated with these shortcomings are discussed in this paper. The Horton equation is modified to make the infiltration rate a function of cumulative antecedent infiltration. A linear filter, in conjunction with two of the Horton parameters, is suggested to delay the SCS infiltration increments. In addition, a concept proposed by Bauer to incorporate deep percolation into infiltration equations is adopted to provide for the recovery of infiltration capacity between consecutive storm bursts.
    publisherAmerican Society of Civil Engineers
    titleAdaptation of Horton and SCS Infiltration Equations to Complex Storms
    typeJournal Paper
    journal volume118
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1992)118:2(275)
    treeJournal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 002
    contenttypeFulltext
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