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contributor authorPenelope Jeffcoate
contributor authorPeter Stansby
contributor authorDavid Apsley
date accessioned2017-05-08T21:51:44Z
date available2017-05-08T21:51:44Z
date copyrightJuly 2013
date issued2013
identifier other%28asce%29hy%2E1943-7900%2E0000757.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64594
description abstractThe flow through and downstream of a row of seven open draft tubes in a barrage has been investigated through laboratory experiments in a wide flume, a three-dimensional (3D) computational fluid dynamics simulation, and a two-dimensional depth-averaged computation. Agreement between the experiments and the 3D modeling is shown to be good, including the prediction of an asymmetric Coandă effect. One aim is to determine the distance downstream at which depth-averaged modeling provides a reasonable prediction; this is shown to be approximately 20 tube diameters downstream of the barrage. Upstream of this, the depth-averaged modeling inaccurately predicts water level, bed shear, and the 3D flow field. The 3D model shows that bed shear stress can be markedly magnified near the barrage, particularly where the jets become attached.
publisherAmerican Society of Civil Engineers
titleFlow Due to Multiple Jets Downstream of a Barrage: Experiments, 3D Computational Fluid Dynamics, and Depth-Averaged Modeling
typeJournal Paper
journal volume139
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000729
treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 007
contenttypeFulltext


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