| contributor author | Richard H. McCuen | |
| contributor author | Theodore V. Hromadka, II | |
| date accessioned | 2017-05-08T20:39:56Z | |
| date available | 2017-05-08T20:39:56Z | |
| date copyright | July 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9429%281987%29113%3A7%28907%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22845 | |
| description abstract | The unit hydrograph is a widely used method for hydrologic design. However, there is a general lack of understanding about the accuracy of the unit hydrographs used in urban areas. Analysis of storm data from seven urban watersheds in Los Angeles provide the basis for evaluating the variation of dimensionless S-hydrographs with both storm event and location. The results of the analysis provide a generalized dimensionless S-graph that should be applicable on urban watersheds. | |
| publisher | American Society of Civil Engineers | |
| title | Dimensionless S‐Graphs for Urban Watersheds | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 7 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1987)113:7(907) | |
| tree | Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 007 | |
| contenttype | Fulltext | |
