| contributor author | Joseph H. W. Lee | |
| contributor author | Peter Neville‐Jones | |
| date accessioned | 2017-05-08T20:39:52Z | |
| date available | 2017-05-08T20:39:52Z | |
| date copyright | May 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9429%281987%29113%3A5%28615%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22803 | |
| description abstract | Available data on the initial dilution of a horizontal round buoyant jet in a perpendicular crossflow are successfully interpreted using length scales and mathematical models. The database consists of in situ measurements of surface dilution in the sewage boil at a number of sea outfalls in the United Kingdom, as well as limited laboratory experimental data. Simple equations for the prediction of minimum initial dilution in an ambient current are well‐supported by the collective data. The dilution constants obtained are comparable to but greater than those derived from previous laboratory experiments of a vertical negatively buoyant jet in a crossflow. A correlation for the downstream location of minimum dilution is also provided. The results reported herein can be readily used in outfall design. | |
| publisher | American Society of Civil Engineers | |
| title | Initial Dilution of Horizontal Jet in Crossflow | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 5 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1987)113:5(615) | |
| tree | Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 005 | |
| contenttype | Fulltext | |