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

扫码查看
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.
Effect of artificial reef assemblage with different inflow velocities and layout spacings on flow field
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

展开 >

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)