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摘要:
Turbulent flow through a trash rack of bars of rectangular and biconvex shapes is considered. A trash rack is composed of an array of bars fitted into a hydro-electric power station to prevent debris and fish to enter the waterway towards the turbine. The work is directed towards modeling a large number of bars for which the flow turn out to have a periodic structure. It is here shown that this case can be simplified with the flow past a single bar together with periodic boundary conditions. Using this approach the head loss is derived for different angles of attack α and blockages P for two shapes of the rack, a rectangular bar and an aerodynamically shaped biconvex bar. It is found that overall loss of the biconvex bars is in general about 15% of the loss for the rectangular case for small angles of attack. For large angle of attack this difference diminishes. Of interest for the biconvex bars is also a local minimum in the head loss for angles approximately greater than 20°and for a blockage P around 0.35. This combination of parameters gives a low loss together with an efficient barrier for debris and fishes.
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篇名 Numerical Investigation of Turbulent Flow through Rectangular and Biconvex Shaped Trash Racks
来源期刊 工程(英文)(1947-3931) 学科 医学
关键词 Trash Racks Head Loss TURBULENCE CFD HYDROPOWER FISH Migration
年,卷(期) 2017,(5) 所属期刊栏目
研究方向 页码范围 412-426
页数 15页 分类号 R73
字数 语种
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研究主题发展历程
节点文献
Trash
Racks
Head
Loss
TURBULENCE
CFD
HYDROPOWER
FISH
Migration
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
工程(英文)(1947-3931)
月刊
1947-3931
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
367
总下载数(次)
1
总被引数(次)
0
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