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    Curve Number Approach to Estimate Monthly and Annual Direct Runoff

    Source: Journal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 002
    Author:
    Andrew J. Guswa
    ,
    Perrine Hamel
    ,
    Katherine Meyer
    DOI: 10.1061/(ASCE)HE.1943-5584.0001606
    Publisher: American Society of Civil Engineers
    Abstract: This paper establishes a novel approach to estimate monthly and annual direct runoff by combining the curve number method of the Natural Resources Conservation Service with an exponential distribution of rainfall depths. The approach was tested against observed rainfall and runoff for 544 watersheds throughout the contiguous United States. For more than half of the watersheds, the performance of the new approach is indistinguishable from the application of the method to daily rainfall when curve numbers are determined via calibration. For all watersheds, the uncertainty introduced by the approximation of the distribution of rainfall depths is far less than the uncertainty associated with the use of tabulated curve numbers based on soil and land-cover characteristics. The new approach does not appreciably increase the overall uncertainty associated with the application of the curve number method in ungauged watersheds. The approach provides reasonable estimates of monthly and annual direct runoff that can inform land-management decisions when daily rainfall records are unavailable.
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      Curve Number Approach to Estimate Monthly and Annual Direct Runoff

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    contributor authorAndrew J. Guswa
    contributor authorPerrine Hamel
    contributor authorKatherine Meyer
    date accessioned2017-12-30T12:56:13Z
    date available2017-12-30T12:56:13Z
    date issued2018
    identifier other%28ASCE%29HE.1943-5584.0001606.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243619
    description abstractThis paper establishes a novel approach to estimate monthly and annual direct runoff by combining the curve number method of the Natural Resources Conservation Service with an exponential distribution of rainfall depths. The approach was tested against observed rainfall and runoff for 544 watersheds throughout the contiguous United States. For more than half of the watersheds, the performance of the new approach is indistinguishable from the application of the method to daily rainfall when curve numbers are determined via calibration. For all watersheds, the uncertainty introduced by the approximation of the distribution of rainfall depths is far less than the uncertainty associated with the use of tabulated curve numbers based on soil and land-cover characteristics. The new approach does not appreciably increase the overall uncertainty associated with the application of the curve number method in ungauged watersheds. The approach provides reasonable estimates of monthly and annual direct runoff that can inform land-management decisions when daily rainfall records are unavailable.
    publisherAmerican Society of Civil Engineers
    titleCurve Number Approach to Estimate Monthly and Annual Direct Runoff
    typeJournal Paper
    journal volume23
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001606
    page04017060
    treeJournal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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