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    NRCS Overland Flow Travel Time Calculation

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 004
    Author:
    David C. Froehlich
    DOI: 10.1061/(ASCE)IR.1943-4774.0000287
    Publisher: American Society of Civil Engineers
    Abstract: Overland flow travel time given by the formula developed by the Natural Resources Conservation Service (NRCS) on the basis of kinematic wave theory can underpredict for short, steep, flow planes having low flow resistance and high degrees of imperviousness. Underestimation is caused by inaccurate representation of average rainfall intensity for durations shorter than approximately 15 min. Although the formula was developed based on only NRCS 24-h Type 2 and Type 3 rainfall distributions, it is used without restriction in regions that experience NRCS Type 1 and Type 1A storms. An alternate overland flow travel time formula based on rainfall intensity-duration relations developed previously by the writer to represent accurately high-intensity portions of each NRCS storm type is presented.
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      NRCS Overland Flow Travel Time Calculation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/65183
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    contributor authorDavid C. Froehlich
    date accessioned2017-05-08T21:52:51Z
    date available2017-05-08T21:52:51Z
    date copyrightApril 2011
    date issued2011
    identifier other%28asce%29ir%2E1943-4774%2E0000316.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65183
    description abstractOverland flow travel time given by the formula developed by the Natural Resources Conservation Service (NRCS) on the basis of kinematic wave theory can underpredict for short, steep, flow planes having low flow resistance and high degrees of imperviousness. Underestimation is caused by inaccurate representation of average rainfall intensity for durations shorter than approximately 15 min. Although the formula was developed based on only NRCS 24-h Type 2 and Type 3 rainfall distributions, it is used without restriction in regions that experience NRCS Type 1 and Type 1A storms. An alternate overland flow travel time formula based on rainfall intensity-duration relations developed previously by the writer to represent accurately high-intensity portions of each NRCS storm type is presented.
    publisherAmerican Society of Civil Engineers
    titleNRCS Overland Flow Travel Time Calculation
    typeJournal Paper
    journal volume137
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000287
    treeJournal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 004
    contenttypeFulltext
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