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contributor authorJoseph H. W. Lee
contributor authorPeter Neville‐Jones
date accessioned2017-05-08T20:39:52Z
date available2017-05-08T20:39:52Z
date copyrightMay 1987
date issued1987
identifier other%28asce%290733-9429%281987%29113%3A5%28615%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22803
description abstractAvailable 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.
publisherAmerican Society of Civil Engineers
titleInitial Dilution of Horizontal Jet in Crossflow
typeJournal Paper
journal volume113
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1987)113:5(615)
treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 005
contenttypeFulltext


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