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contributor authorJoseph H. W. Lee
date accessioned2017-05-08T20:39:20Z
date available2017-05-08T20:39:20Z
date copyrightJuly 1985
date issued1985
identifier other%28asce%290733-9429%281985%29111%3A7%281069%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22531
description abstractThe effect of lateral boundaries on the mechanics of multiple shallow water jets in a coflowing current is studied. Two exact inviscid solutions of the momentum‐induced flow are examined: A model that accounts for the finite width of the receiving water is compared with a model that neglects lateral confinement. A parametric study reveals remarkably little difference in the key predictions of the velocity and contraction of the ultimate slipstream—especially with reference to a related recent study of boundary effects on multiple submerged jets. The conclusions are corroborated by detailed velocity measurements in a systematic set of experiments covering a wide range of induced flows.
publisherAmerican Society of Civil Engineers
titleComparison of Two River Diffuser Models
typeJournal Paper
journal volume111
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1985)111:7(1069)
treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 007
contenttypeFulltext


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