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contributor authorE. A. Meselhe
contributor authorL. J. Weber
contributor authorA. J. Odgaard
contributor authorT. Johnson
date accessioned2017-05-08T20:43:48Z
date available2017-05-08T20:43:48Z
date copyrightMay 2000
date issued2000
identifier other%28asce%290733-9429%282000%29126%3A5%28365%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25034
description abstractA 3D numerical model, validated with data from field and laboratory measurements, is applied to simulate the flow in a 7-km-long reach of the Columbia River, upstream from Wanapum Dam, Wash. As a tool for analysis and design of alternative fish diversion schemes, the model provides mean flow patterns, turbulence levels, acceleration patterns, and other flow characteristics that are believed to be important to fish behavior. The paper describes the features of the model. Because of the pronounced three-dimensionality of the flow field and the need to capture it in the simulation, the river reach is divided into subreaches with different length scales and grid sizes. The model is applied successively to the three subreaches. An example is presented showing particle tracking through the flow field using a Monte Carlo technique.
publisherAmerican Society of Civil Engineers
titleNumerical Modeling for Fish Diversion Studies
typeJournal Paper
journal volume126
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2000)126:5(365)
treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 005
contenttypeFulltext


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