| contributor author | Richard H. McCuen | |
| contributor author | Peggy A. Johnson | |
| contributor author | Theodore V. Hromadka | |
| date accessioned | 2017-05-08T20:47:53Z | |
| date available | 2017-05-08T20:47:53Z | |
| date copyright | November 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9437%281993%29119%3A6%281036%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27499 | |
| description abstract | For design problems where annual‐event analyses are inappropriate, such as in the case of channel scour due to floods above a threshold, multiple‐event analyses with partial duration series should be used. A procedure for calibrating a partial‐duration, balanced‐hydrograph model for regional design work is presented. The model can be used either as a series of synthetic storm events or as part of a simulation model. Data from Los Angeles were analyzed to develop a model for ungaged urban watersheds in southern California. | |
| publisher | American Society of Civil Engineers | |
| title | Regionalized Partial‐Duration Balanced‐Hydrograph Model | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 6 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1993)119:6(1036) | |
| tree | Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 006 | |
| contenttype | Fulltext | |