Nanjing Hydraulic Research Institute, Nanjing 210029, China.
Anhui Provincial Group Limited for Yangtze-to-Huaihe Water Diversion, Hefei 230000, China.
Int J Environ Res Public Health. 2022 Jul 31;19(15):9389. doi: 10.3390/ijerph19159389.
Many uncertainties such as variable irregular structure and complex flow conditions bring difficulties to the design of a nature-like fishway. This study defines the main factors and parameters affecting flow conditions such as permeability ratio, offset ratio, bottom slope and pool length to simplify and generalize the irregular geometry of the nature-like fishway. According to the engineering requirements of the Mopiling nature-like fishway, the effect of the above parameters of pool geometry on the flow structure is investigated through a 3D turbulent numerical simulation, and the parameter thresholds are summarized according to the optimization of the flow conditions. The results show that under the same conditions, the maximum velocity of the control section increases with the increase in permeability ratio, bottom slope and pool length, and the offset ratio has limited effect on the maximum velocity of the control section. It is recommended that when the bottom slope is 1/250 and the pool length is 10 m, the permeability ratio should not be greater than 0.30 and the offset ratio should be located between 0.15 and 0.60. When the bottom slope is adjusted to 1/200, it is recommended to control the permeability ratio below 0.20, the offset ratio between 0.30 and 0.60, and the pool length can be adjusted to 8 m. Within the above threshold range of the design parameters, the maximum velocity in the fishway can be basically controlled at about 1.0 m/s. The mainstream in the pool is clear and the flow pattern is good, which can basically satisfy the requirements of fish passing. The relevant design parameters and optimization strategies can provide reference for similar projects.
许多不确定性,如可变的不规则结构和复杂的流动条件,给自然式鱼道的设计带来了困难。本研究定义了影响流动条件的主要因素和参数,如渗透率比、偏移比、底坡和池长,以简化和概括自然式鱼道的不规则几何形状。根据莫坪自然式鱼道的工程要求,通过三维紊流数值模拟研究了池体几何形状上述参数对水流结构的影响,并根据水流条件的优化总结了参数阈值。结果表明,在相同条件下,控制断面最大流速随渗透率比、底坡和池长的增加而增加,偏移比对控制断面最大流速的影响有限。建议当底坡为 1/250 且池长为 10 m 时,渗透率比不应大于 0.30,偏移比应位于 0.15 和 0.60 之间。当底坡调整为 1/200 时,建议将渗透率比控制在 0.20 以下,偏移比在 0.30 到 0.60 之间,池长可调整至 8 m。在上述设计参数的阈值范围内,鱼道内的最大速度基本可控制在 1.0 m/s 左右。池中主流清晰,水流形态良好,基本能满足鱼类通过的要求。相关设计参数和优化策略可为类似工程提供参考。