Detachment of Buoyant Surface Jets Discharged on SlopeSource: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 008Author:Joseph F. Atkinson
DOI: 10.1061/(ASCE)0733-9429(1993)119:8(878)Publisher: American Society of Civil Engineers
Abstract: Characteristics of a buoyant surface jet discharged on a sloping bottom are reviewed and a numerical experiment is performed to evaluate the depth at the point where the jet detaches from the bottom. This calculation is important in the context of predicting dilution and spreading characteristics of buoyant discharges, for example, associated with heated discharges from power plants. The experiment is based on a direct numerical solution of the longitudinally integrated momentum equation, which takes into account entrainment and bottom friction. Results are compared with laboratory and field data reported in the literature, as well as previous empirical relations for calculating this depth. It is found that the appropriately scaled detachment depth varies with the inverse of the discharge densimetric Froude number. The scaled depth decreases with increases in either the entrainment or bottom friction coefficient, but increases with increasing slope. A minor effect of discharge aspect ratio is also shown. An equation is developed for predicting detachment depth and the results help to resolve differences seen in previous relations.
|
Collections
Show full item record
| contributor author | Joseph F. Atkinson | |
| date accessioned | 2017-05-08T20:41:52Z | |
| date available | 2017-05-08T20:41:52Z | |
| date copyright | August 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9429%281993%29119%3A8%28878%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23844 | |
| description abstract | Characteristics of a buoyant surface jet discharged on a sloping bottom are reviewed and a numerical experiment is performed to evaluate the depth at the point where the jet detaches from the bottom. This calculation is important in the context of predicting dilution and spreading characteristics of buoyant discharges, for example, associated with heated discharges from power plants. The experiment is based on a direct numerical solution of the longitudinally integrated momentum equation, which takes into account entrainment and bottom friction. Results are compared with laboratory and field data reported in the literature, as well as previous empirical relations for calculating this depth. It is found that the appropriately scaled detachment depth varies with the inverse of the discharge densimetric Froude number. The scaled depth decreases with increases in either the entrainment or bottom friction coefficient, but increases with increasing slope. A minor effect of discharge aspect ratio is also shown. An equation is developed for predicting detachment depth and the results help to resolve differences seen in previous relations. | |
| publisher | American Society of Civil Engineers | |
| title | Detachment of Buoyant Surface Jets Discharged on Slope | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1993)119:8(878) | |
| tree | Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 008 | |
| contenttype | Fulltext |