| contributor author | Heinz G. Stefan | |
| contributor author | Thomas R. Johnson | |
| date accessioned | 2017-05-08T20:40:28Z | |
| date available | 2017-05-08T20:40:28Z | |
| date copyright | April 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9429%281989%29115%3A4%28423%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23122 | |
| description abstract | If they are negatively buoyant (denser than ambient water), inflows to lakes and reservoirs sink (plunge) below the water surface after entering. The location of the plunge line or maximum penetration into the lake or reservoir is related to the ratio of inertial to buoyant forces, and lake or reservoir geometry. Experiments have been conducted in diverging horizontal laboratory channels, and the plunging phenomenon has been reproduced. For flows separating from the channel wall the relationship | |
| publisher | American Society of Civil Engineers | |
| title | Negatively Buoyant Flow in Diverging Channel. III: Onset of Underflow | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 4 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1989)115:4(423) | |
| tree | Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 004 | |
| contenttype | Fulltext | |