| contributor author | F. H. Jaber | |
| contributor author | S. Shukla | |
| date accessioned | 2017-05-08T20:49:37Z | |
| date available | 2017-05-08T20:49:37Z | |
| date copyright | August 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9437%282005%29131%3A4%28307%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28351 | |
| description abstract | Hydrologic modeling of storm water impoundments is an effective tool in evaluating different water management options for addressing regional water issues in Florida. However, modeling impoundment water dynamics could be challenging because of the difference in scale between canals and the entire impoundment. Water pumped into the impoundments is first discharged into canals inside the impoundments, which distributes the water. The canal eventually overflows and water floods all the impoundment. Two modeling approaches to simulate this process were tested on two impoundments using the integrated | |
| publisher | American Society of Civil Engineers | |
| title | Hydrodynamic Modeling Approaches for Agricultural Storm Water Impoundments | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 4 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(2005)131:4(307) | |
| tree | Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 004 | |
| contenttype | Fulltext | |