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    Evaluating Partial Areas of Watershed Runoff

    Source: Journal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author:
    Walter C. Boughton
    DOI: 10.1061/(ASCE)0733-9437(1987)113:3(356)
    Publisher: American Society of Civil Engineers
    Abstract: Variations in surface storage capacity over a watershed produce partial areas of saturation overland flow, which vary from storm to storm. A method is described by which the proportions of a watershed that contributes overland flow in different storms and at different times during the same storm can be determined by analysis of rainfall and runoff records. The method is demonstrated on two catchments in Queensland, Australia, with different hydrological characteristics. One watershed is 16.8 ha in area with only two to three events per year of overland flow (no baseflow) averaging 35 mm per annum runoff; the other is 7 km in area with substantial baseflow and an average of 920 mm per annum runoff. The calculated amounts and proportions of surface storage capacity are incorporated into water balance models of watershed runoff to show the accuracy of runoff estimation.
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      Evaluating Partial Areas of Watershed Runoff

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    contributor authorWalter C. Boughton
    date accessioned2017-05-08T20:46:48Z
    date available2017-05-08T20:46:48Z
    date copyrightAugust 1987
    date issued1987
    identifier other%28asce%290733-9437%281987%29113%3A3%28356%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26900
    description abstractVariations in surface storage capacity over a watershed produce partial areas of saturation overland flow, which vary from storm to storm. A method is described by which the proportions of a watershed that contributes overland flow in different storms and at different times during the same storm can be determined by analysis of rainfall and runoff records. The method is demonstrated on two catchments in Queensland, Australia, with different hydrological characteristics. One watershed is 16.8 ha in area with only two to three events per year of overland flow (no baseflow) averaging 35 mm per annum runoff; the other is 7 km in area with substantial baseflow and an average of 920 mm per annum runoff. The calculated amounts and proportions of surface storage capacity are incorporated into water balance models of watershed runoff to show the accuracy of runoff estimation.
    publisherAmerican Society of Civil Engineers
    titleEvaluating Partial Areas of Watershed Runoff
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1987)113:3(356)
    treeJournal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 003
    contenttypeFulltext
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