| contributor author | Alexander C. Demetracopoulos | |
| contributor author | Heinz G. Stefan | |
| date accessioned | 2017-05-08T20:53:20Z | |
| date available | 2017-05-08T20:53:20Z | |
| date copyright | October 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9372%281983%29109%3A5%281006%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30587 | |
| description abstract | The gravity and wind‐driven flow in a river impoundment is simulated using a network of interconnected channels. The forcing wind is specified by a step‐function, and the response is calculated by quasi‐steady state simulation for each timestep. The transport of a conservative dissolved material through the system is simulated by a cells‐in‐series approach with appropriately sized subdivisions to account for dispersion. The model is formulated and applied to Pool No. 2 of the Mississippi River, and a comparison with dye tracer data is given. A review of some field studies showing the importance of weather dependent processes in a shallow river impoundment is also presented. | |
| publisher | American Society of Civil Engineers | |
| title | Model of Mississippi River Pool: Mass Transport | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 5 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1983)109:5(1006) | |
| tree | Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 005 | |
| contenttype | Fulltext | |
