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    Constant Time Interval Hortonian Infiltration Model

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author:
    Jin Lee
    ,
    Katumi Musiake
    DOI: 10.1061/(ASCE)0733-9437(1994)120:2(250)
    Publisher: American Society of Civil Engineers
    Abstract: Natural rainfall rate patterns are highly variable. Existing Hortonian infiltration models are not designed specifically to work with such rainfall rate patterns. Thus, for practical applications the models have to be modified to work with the naturally occurring variable‐pattern hyetographs. In this paper, a Hortonian infiltration model, developed specifically to work with the variable rainfall‐rate patterns and constant time intervals of naturally occurring hyetographs, is described. The structure of the model is hypothesized based on a physical appreciation of the Hortonian infiltration process. It is then refined through repeated testing to simulate the overland flow data associated with the process. A numerical infiltration model has been used to simulate the overland‐flow data used in the testing. A three‐parameter conceptual model was able to reasonably simulate the numerically simulated overland‐flow data due to 10 observed hyetographs falling on three different topsoils. The most important parameter in the model is the saturated hydraulic conductivity
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      Constant Time Interval Hortonian Infiltration Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/27539
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    contributor authorJin Lee
    contributor authorKatumi Musiake
    date accessioned2017-05-08T20:47:57Z
    date available2017-05-08T20:47:57Z
    date copyrightMarch 1994
    date issued1994
    identifier other%28asce%290733-9437%281994%29120%3A2%28250%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27539
    description abstractNatural rainfall rate patterns are highly variable. Existing Hortonian infiltration models are not designed specifically to work with such rainfall rate patterns. Thus, for practical applications the models have to be modified to work with the naturally occurring variable‐pattern hyetographs. In this paper, a Hortonian infiltration model, developed specifically to work with the variable rainfall‐rate patterns and constant time intervals of naturally occurring hyetographs, is described. The structure of the model is hypothesized based on a physical appreciation of the Hortonian infiltration process. It is then refined through repeated testing to simulate the overland flow data associated with the process. A numerical infiltration model has been used to simulate the overland‐flow data used in the testing. A three‐parameter conceptual model was able to reasonably simulate the numerically simulated overland‐flow data due to 10 observed hyetographs falling on three different topsoils. The most important parameter in the model is the saturated hydraulic conductivity
    publisherAmerican Society of Civil Engineers
    titleConstant Time Interval Hortonian Infiltration Model
    typeJournal Paper
    journal volume120
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1994)120:2(250)
    treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 002
    contenttypeFulltext
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