Clark Unit Hydrograph and R‐Parameter EstimationSource: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 001Author:George V. Sabol
DOI: 10.1061/(ASCE)0733-9429(1988)114:1(103)Publisher: American Society of Civil Engineers
Abstract: The Clark unit hydrograph is a three‐parameter synthetic unit hydrograph procedure that can be used in flood hydrology and other surface water runoff studies that require the development of a hydrograph or the reconstitution of a flood event. The technique is particularly valuable for unusually shaped watersheds, such as watersheds with large length‐to‐width ratios, or for application to watersheds containing several different physiographic areas, such as plateaus, escarpments, and valleys. The Clark unit hydrograph can be developed completely by a mathematical routing procedure that is computationally very efficient and lends itself to convenient computer applications. Although this unit hydrograph procedure has a strong theoretical basis and is very applicable to many watersheds, it has not gained wide application. Infrequent use by practicing engineers may be because of the difficulty in evaluating the storage coefficient
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| contributor author | George V. Sabol | |
| date accessioned | 2017-05-08T20:40:03Z | |
| date available | 2017-05-08T20:40:03Z | |
| date copyright | January 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9429%281988%29114%3A1%28103%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22906 | |
| description abstract | The Clark unit hydrograph is a three‐parameter synthetic unit hydrograph procedure that can be used in flood hydrology and other surface water runoff studies that require the development of a hydrograph or the reconstitution of a flood event. The technique is particularly valuable for unusually shaped watersheds, such as watersheds with large length‐to‐width ratios, or for application to watersheds containing several different physiographic areas, such as plateaus, escarpments, and valleys. The Clark unit hydrograph can be developed completely by a mathematical routing procedure that is computationally very efficient and lends itself to convenient computer applications. Although this unit hydrograph procedure has a strong theoretical basis and is very applicable to many watersheds, it has not gained wide application. Infrequent use by practicing engineers may be because of the difficulty in evaluating the storage coefficient | |
| publisher | American Society of Civil Engineers | |
| title | Clark Unit Hydrograph and R‐Parameter Estimation | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 1 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1988)114:1(103) | |
| tree | Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 001 | |
| contenttype | Fulltext |