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电站尾水渠内鱼道进口位置布局
引用本文:李广宁,孙双科,郄志红,郭子琪,柳海涛,郑铁刚,孙娟娟.电站尾水渠内鱼道进口位置布局[J].农业工程学报,2019,35(24):81-89.
作者姓名:李广宁  孙双科  郄志红  郭子琪  柳海涛  郑铁刚  孙娟娟
作者单位:1.中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京 100038;,1.中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京 100038;,2. 河北农业大学,保定 071001;,1.中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京 100038;2. 河北农业大学,保定 071001;,1.中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京 100038;,1.中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京 100038;,3. 湖北省水利水电规划勘测设计院,武汉 430064
基金项目:国家自然科学基金(51709278,51679261);国家重点实验室团队重点项目(SKL2018ZY08);中国水科院青年研究专项(HY0145B162019,HY0145B152018)
摘    要:电站尾水渠是上溯鱼类较为理想的聚集场所,利用电站尾水渠合理布置鱼道进口,是目前大中型河流鱼道建设中的研究热点之一。该文通过数值模拟,结合鱼类游泳能力,对利用电站尾水诱鱼的鱼道进口布置进行研究。结果表明:机组运行方式、鱼道进口位置与出流方向均对鱼道进口诱鱼水流产生较大影响。机组运行方式决定了尾水渠内主流的位置,并在主流两侧形成多个回流区。回流区水流的旋转方向和位置对鱼道进口诱鱼水流的影响较大,鱼道进口的诱鱼水流动量较小,其出流方向应与回流区水流方向一致,并可根据电站运行方式,设置多个鱼道进口。主流与回流区之间的过渡区域是布置鱼道进口的重点区域。该研究结果可为优化改进大中型河流鱼道进口设计提供重要参考。

关 键 词:鱼道进口  流场  数值模拟  尾水渠  诱鱼水流  出流方向  机组运行方式
收稿时间:2019/7/30 0:00:00
修稿时间:2019/12/6 0:00:00

Arrangement of fishway entrance in power station tailrace channel
Li Guangning,Sun Shuangke,Qie Zhihong,Guo Ziqi,Liu Haitao,Zheng Tiegang and Sun Juanjuan.Arrangement of fishway entrance in power station tailrace channel[J].Transactions of the Chinese Society of Agricultural Engineering,2019,35(24):81-89.
Authors:Li Guangning  Sun Shuangke  Qie Zhihong  Guo Ziqi  Liu Haitao  Zheng Tiegang and Sun Juanjuan
Institution:1.State Key Laboratory of Simulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China;,1.State Key Laboratory of Simulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China;,2. Agricultural University of Hebei, Baoding 071001, China;,1.State Key Laboratory of Simulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China; 2. Agricultural University of Hebei, Baoding 071001, China;,1.State Key Laboratory of Simulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China;,1.State Key Laboratory of Simulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China; and 3. Hubei Provincial Water Resource and Hydropower Planning Survey and Design Institute, Wuhan 430064, China
Abstract:Abstract: In large and middle rivers, the scale of the fish way entrance is relatively small, and the design discharge is really low, which often leads to insufficient momentum of the attraction flow, and induce poor attraction effect. In practice, tailrace channel of power station is an ideal gathering place for the migration fish. Therefore, how to reasonable arrange the fishway entrance in tailrace channel is one of the key problems in fishway construction in nowadays. Although, there are some basic principles for the fishway entrance layout, but they are not enough to apply because of the complexity of flow field structure in the tailrace channel. The present research results are still not effectively to guide the specific layout of the fishway entrance in the tailrace channel. In this paper, numerical simulations are used to study the flow field for the arrangement of fishway entrance in the tailrace channel, and to evaluate the connectivity of the migration corridor to downstream river. First of all, a physical model experiment is carried out to verify the numerical model, the maximum error of the flow velocity is 0.03 m/s and the maximum error of the water surface line is less than 5 mm. Then, the numerical simulation is used to analyze the fishway entrance arrangement in the tailrace of a power station, based on the typical three-dimensional flow structure and the swimming ability of the fish. The results showed that the water flow produced by the power station unit has great momentum, and a passage which is suitable for fish migration is formed between the tail water channel and the river. The inducing fish flow is greatly influenced by the operation mode of the unit, the location of the fish inlet and the outlet direction. The operation mode of the power station not only determines the location of the main stream in the tailrace, but also forms several recirculation zones on both sides of the main stream. The flow rotation direction and position in recirculation zones have great influence on the inducing fish flow. The transition region between the mainstream and the recirculation zones is the key area for the layout of the fishway entrance. The selection of the specific location should consider the swimming ability of fish, and the connectivity with the migratory passage downstream. Because the momentum of attraction flow is less than flow of the recirculation zones, the former is enhanced and the coverage range is increased when the attraction flow has the same flow direction with the recirculation zones. When the attraction flow is opposite to the flow direction of the recirculation zones, it is restrained and the cover range will be reduced. The layout design of fish entrance should be designed through the operation mode of the power unit reasonable position and outflow direction. In practice the momentum of attraction flow is usually relatively small, the direction of the attraction flow should be in accordance with the direction of the flow in recirculation zones, and the fish entrances can be arranged in multiple locations according to the operation mode of the unit. The research results will provide important reference for the layout optimization of the fishway entrance design in the large and medium-sized river.
Keywords:fishway entrance  flow field  numerical simulation  tail water channel  attraction flow  outflow direction  operation mode of unit
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