首页|不同来流流速和布设间距下人工鱼礁组合的流场效应研究

不同来流流速和布设间距下人工鱼礁组合的流场效应研究

Effect of artificial reef assemblage with different inflow velocities and layout spacings on flow field

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人工鱼礁的投放可改善河流局部水域的生态环境,为鱼类等水生生物营造良好的栖息环境.基于计算流体力学(CFD)方法,研究长江上游三棱柱人工鱼礁组合的水动力特性,并以上升流和背涡流的几何特征为参数,分析不同来流流速(1.5、2.4 和 3.0 m/s)和布设间距(0.5、1.5 和2.5 m)对流场效应的影响.结果表明:随着来流流速的增加,在相同人工鱼礁组合工况下上升流和背涡流的几何特征值变化不大;随着布设间距的增加,相同人工鱼礁组合工况下上升流、背涡流最大高度和体积等几何特征值先增加后减小,1.5 m为最优布设间距;而在同一流速或布设间距下,随着人工鱼礁组合数量的增加,上升流、背涡流最大高度和体积逐渐增加,7 个为 1 组的人工鱼礁为最优组合.
The deployment of artificial reefs can improve the ecological environment of local water areas in rivers,creating a favorable habitat for aquatic organisms such as fish.Based on the computational fluid dynamics(CFD)method,we study the hydrodynamic characteristics of a combination of triangular prism artificial reefs in the upper reaches of the Yangtze River.Using the geometric features of upwelling and back-eddy flows as parameters,we analyze effect of different inflow velocities(1.5 m/s,2.4 m/s,and 3.0 m/s)and layout spacings(0.5 m,1.5 m,and 2.5 m)on the flow field.The results show that with an increase in inflow velocity,the geometric characteristics of upwelling and back-eddy flow show minimal variation under the same artificial reef combination condition.As the layout spacing increases,the geometric characteristics such as the maximum height and volume of upwelling and back-eddy flow initially increase and then decrease under the same artificial reef combination condition,with 1.5 m being the optimal deployment spacing.Additionally,under the same flow velocity or layout spacing,an increase in the number of artificial reef combinations leads to a gradual increase in the maximum height and volume of upwelling and back-eddy flow,with a configuration of seven reefs as the optimal combination.

upper reaches of the Yangtze Rivertriangular prism artificial reef assemblageupwellingback-eddy flownumerical simulation

邵鹏飞、贾瑞、万宇、张帅帅

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长江宜昌航道工程局,湖北 宜昌 443000

重庆交通大学,国家内河航道整治工程技术研究中心,重庆 400074

长江重庆航运工程勘察设计院,重庆 401147

长江上游 三棱柱人工鱼礁组合 上升流 背涡流 数值模拟

2024

水运工程
中交水运规划设计院有限公司

水运工程

CSTPCD
影响因子:0.428
ISSN:1002-4972
年,卷(期):2024.(12)