| contributor author | Stephanie N. Rew | |
| contributor author | Richard H. McCuen | |
| date accessioned | 2017-05-08T21:52:45Z | |
| date available | 2017-05-08T21:52:45Z | |
| date copyright | September 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29ir%2E1943-4774%2E0000256.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/65118 | |
| description abstract | Accounting for transmission losses properly is critical in hydrologic analyses in arid and semiarid climates. The objective of this research was to develop a model that could account for the spatial and temporal variations of transmission losses while routing the flow hydrograph through the channel reach. This model was based on Hortonian infiltration methods and hydrologic channel routing. While most transmission loss models predict flow volumes, the model developed herein uses hydrographs of individual storm events. A numerical optimization procedure was used to identify optimum parameter values for each of Horton’s parameters and the routing coefficient, which were then used in modeling transmission losses. Flow gauge data were obtained from the Walnut Gulch Experimental Watershed, which is located near Tucson, Ariz. Testing of this model indicates that it is able to account for transmission losses and predict downstreamflow with reasonable accuracy. To provide a measure of verification, the model was compared to predictions from Lane’s model, which is a commonly used method of accounting for transmission losses based on upstreamflow and downstreamflow volumes. Overall the two methods were found to agree fairly well though differing assumptions in the methods influence the results. | |
| publisher | American Society of Civil Engineers | |
| title | Analysis and Synthesis of Transmission Loss Hydrographs | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 9 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000228 | |
| tree | Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 009 | |
| contenttype | Fulltext | |