A case study of a pool and weir fishway modeled with OpenFOAM and FLOW-3D

被引:38
|
作者
Duguay, J. M. [1 ]
Lacey, R. W. J. [1 ]
Gaucher, J. [2 ]
机构
[1] Univ Sherbrooke, Dept Genie Civil, 2500 Blvd Univ, Sherbrooke, PQ, Canada
[2] Expertise Barrages Hydroquebec, 75 Blvd Rene Levesque O,3e Etage, Montreal, PQ, Canada
关键词
Computational fluid dynamics; OpenFOAM; InterFoam; Fish passage; Pool and weir fishway; Environmental hydraulicsa; VERTICAL-SLOT FISHWAY; COMPUTATIONAL FLUID-DYNAMICS; SOLITARY-WAVE FORCES; VELOCITY BARRIERS; NUMERICAL-MODEL; CHANNEL FLOW; SWIM SPEEDS; TURBULENCE; RIVER; HYDRAULICS;
D O I
10.1016/j.ecoleng.2017.01.042
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
OpenFOAM's interFoam solver is validated for modeling the complex three dimensional flow field of a large pool and weir fishway. Numerical results from OpenFOAM and the commercial solver FLOW-3D are compared and validated with in situ experimental velocity, turbulence and water surface profiles. OpenFOAM and FLOW-3D produced similar flow fields. The models accurately predicted velocity magnitudes throughout the pool and the barrier velocity immediately downstream of the notch. The models over-predicted the width and depth of the jet issuing from the notch and significantly under-predicted turbulent kinetic energy levels within it. In both models a large roller occupies a generous volume of the sampled pool, the presence of which is not supported by experimental measurements. The findings demonstrate that interFoam coupled with the standard k-is an element of turbulence model is able to estimate barrier velocities, flow rates, turbulence magnitudes and depths to accuracies acceptable for fishway design evaluation. (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:31 / 42
页数:12
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