NRCS Overland Flow Travel Time CalculationSource: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 004Author:David C. Froehlich
DOI: 10.1061/(ASCE)IR.1943-4774.0000287Publisher: 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.
|
Collections
Show full item record
| contributor author | David C. Froehlich | |
| date accessioned | 2017-05-08T21:52:51Z | |
| date available | 2017-05-08T21:52:51Z | |
| date copyright | April 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29ir%2E1943-4774%2E0000316.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/65183 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | NRCS Overland Flow Travel Time Calculation | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 4 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000287 | |
| tree | Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 004 | |
| contenttype | Fulltext |