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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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