首页|基于物理模型试验方法的水利枢纽鱼道流场特征研究

基于物理模型试验方法的水利枢纽鱼道流场特征研究

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针对飞来峡水利枢纽补建鱼道,通过物理模型试验,获得了不同流量不同开度下各鱼道断面流速、时均压强及紊动能分布.结果表明:流速峰值主要出现在第二阶鱼道,鱼道出口端时均压强最大,各阶鱼道紊动能变化较为稳定,鱼道可调节闸门对水流紊动有较好控制作用.成果对鱼道设计具有参考价值.
Study on the Flow Field Characteristics of Fishway in a Water Conservancy Project based on Physical Model Experiment
Physical model experiment is carried out for the fishway in Feilaixia Water Conservancy Project.The flow ve-locity,time-average pressure,and turbulent energy distribution of each section of the fishway under different flow rates and openings are obtained.The results show that the peak flow velocity mainly occurs in the second stage fishway.The maximum time-average pressure occurs at the outlet of the fishway.The variation of the turbulent kinetic energy of each stage fishway is relatively stable.The adjustable gate of the fishway is of a good control effect on the water flow turbu-lence.The results provide useful reference for the design of fishways.

Feilaixia Water Conservancy Projectfishwayphysical modelflow field

杨志竹

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广东省建筑工程集团股份有限公司,广东 广州 511338

飞来峡水利枢纽 鱼道 物理模型 流场

2024

水电与新能源
湖北省水力发电工程学会 湖北能源集团股份有限公司

水电与新能源

影响因子:0.301
ISSN:1671-3354
年,卷(期):2024.38(12)