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为了解齐口裂腹鱼在鱼道中的上溯情况,在大比尺竖缝式鱼道物理模型中开展了以齐口裂腹鱼幼鱼为过鱼对象的过鱼试验研究。试验中对通过时间、通过率和上溯轨迹进行了记录,并运用Spearman秩相关分析对齐口裂腹鱼的上溯轨迹和池室结构的水力因子(流速、紊动能、总水力应变)进行了分析。研究发现,试验用鱼通过时间平均值为132.7s,多数鱼倾向于快速通过鱼道完成上溯。试验鱼道通过率为71.9%,过鱼效果良好。多数齐口裂腹鱼上溯过程中会避开高流速区、高紊动能区和高水力应变区,在池室内齐口裂腹鱼上溯轨迹主要分布于上述参数较低的右侧回流区和隔板背水面,竖缝断面处多数齐口裂腹鱼选择上述参数相对较低的隔板侧区域通过。研究结果可为相关竖缝式鱼道设计和实践提供参考。 相似文献
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鱼道水流条件是影响其过鱼效果的重要因素。在分析鱼道类型及其特点的基础上,针对应用最为广泛的竖缝隔板式鱼道,通过1∶4的大比尺局部物理模型试验,研究了各级水池长宽比小于1.0条件下的隔板布置及竖缝宽度,对比了3种布置方案,分析评价了竖缝流速指标以及池室流速分布、流态和消能特性,提出了适合小长宽比池室条件下的鱼道隔板布置型式。通过1∶12.5的鱼道整体水力学模型试验,对运行水力指标进行了验证分析,确立了减小隔板前局部水位壅高及提高竖缝流速沿程均匀性的设计原则;为适应鱼道进、出口水深的变化,从生态明渠引水补充鱼道流量,最小补水流量为0.22 m~3/s。试验结果表明,这种鱼道布置型式可推广应用到其他类似鱼道工程中。 相似文献
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鱼道是为鱼类提供洄游通道的一种重要的工程措施。基于Flow-3D采用标准RNG k-ε紊流模型和Tru-VOF追踪自由液面方法,对鱼道池室内流场进行三维紊流数值模拟,研究池室内水流流速、流态空间分布,分析鱼道的水力特性对目标鱼类洄游上溯的影响。结果表明:溢流堰与竖缝组合隔板式鱼道在设计流速v=0.75 m/s条件下,竖缝处平均流速为0.83 m/s,竖缝处流速分布范围为0.76~0.89 m/s;堰上流速为0.90~1.12 m/s,回流区流速分布范围为0.09~0.25 m/s,流速大小在鱼类的克流能力范围之内,但靠竖缝隔板处存在明显的主流贴壁现象。为此开展了池室优化方案设计,使鱼道池室流态满足鱼类上溯要求。 相似文献
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为了优化大底坡竖缝式鱼道池室水力特性,在验证物理模型的基础上,构建三维水动力数学模型,考虑5种大底坡坡度对竖缝有无隔板及竖缝隔板不同安装高度的池室水力分布进行了数值模拟分析。结果表明,竖缝设置隔板能有效减小池室最大流速和平均湍动能;当底坡为1/20时,池室最大流速下降率为10.16%~14.84%,平均湍动能下降率为21.88%~42.19%,主流最大流速衰减率为61.24%~61.82%,池室内形成了小流速、低湍动的Ω形连续性水流;改变竖缝隔板安装高度会影响隔板上下水深处的竖缝流速大小,但对隔板上下水深处的流速、湍动能、应变率的分布规律无显著影响。 相似文献
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通过对国内外鱼道发展现状和趋势的分析,对几种常用鱼道的优缺点做了比较,结合都日根水电站所在秦诺哈拉依赫河鱼类生长繁殖特点,采用了垂直竖缝式加小底孔相结合形式的鱼道设计。实践证明此鱼道设计有效保护了鱼类及河流生态的预期作用,具有一定的科学性、实用性和可推广性,对我国中小河道枢纽建设具有一定的参考价值。 相似文献
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通过对国内外鱼道发展现状和趋势的分析,对几种常用鱼道的优缺点做了比较,结合都日根水电站所在秦诺哈拉依赫河鱼类生长繁殖特点,采用了垂直竖缝式加小底孔相结合形式的鱼道设计。实践证明此鱼道设计有效保护了鱼类及河流生态的预期作用,具有一定的科学性、实用性和可推广性,对我国中小河道枢纽建设具有一定的参考价值。 相似文献
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The flow characteristics of pool and weir fishways with rock weirs were studied through physical modelling. Detailed flow measurements were obtained using an acoustic Doppler velocimeter to understand how weir geometry, discharge, and bed slope affect flow patterns, velocity, turbulence kinetic energy, turbulence intensity, and Reynolds shear stresses in the fishway. The weir geometries used in this study are similar to those typically used for river restoration projects. The use of a V‐shaped rock weir was found to reduce the mean streamwise velocity in the pools by about 20% but more than double the maximum velocity magnitude. Two stage–discharge relationships were developed using the standard weir equation and a modified discharge coefficient to account for both flow over the weir and orifice flow through the base of the weir. The use of V‐shaped rock weirs has the potential to offer significant advantages in assisting multispecies fish migration. The results of this study can be applied to the hydrotechnical design of pool and weir fishways with rock weirs and for river restoration projects. 相似文献
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Aiming at improving the hydraulic properties and enhancing the fish passage efficiency, this study proposes a novel bilateral-symmetric multi-slot fishway (BMSF) by combining the structural features of a double-sided vertical-slot fishway, multi-slot fishway and T-shape fishway. Eight BMSF cases are further designed by adjusting the slot width and the distance between the short baffle and the front end of the central wall, in order to achieve the relatively best hydrodynamic characteristics. The flow fields of two vertical-slot fishways and eight BMSF fishways are obtained by numerically solving the Reynolds-averaged Navier–Stokes equation, the volume-of-fluid equation and the k-ω-SST turbulence model. Numerical results manifest that the recommended BMSF-8 provides the smallest values in terms of the maximum time-averaged velocity magnitude (1.42 m s−1), the maximum time-averaged turbulent kinetic energy (0.132 m2 s−2), the maximum time-averaged Reynolds shear stress component (44 Pa), the spatial-mean time-averaged velocity magnitude (0.58 m s−1), and the spatial-mean time-averaged turbulent kinetic energy (0.042 m2 s−2) in the middle pool at Q = 1000 L/s. Even for the depth-mean time-averaged velocity magnitude at the slot and the volume percentages of some critical physical quantities, BMSF-8 is also superior to the other cases. To sum up, BMSF-8 leads to the relatively lowest flow velocity and turbulence, being more suitable for the passage of the whole fish community (especially for small-sized fishes with weaker swimming ability). In addition, the generalizability of the aforementioned superiority of BMSF-8 is displayed by providing the numerical results of four operating conditions (i.e., Q = 600, 800, 1000 and 1200 L/s). 相似文献
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Vertical slot fishways (VSFs) are the most efficient and least selective typology of technical fish passage, due to their ability to remain effective even when significant upstream and/or downstream water level fluctuations occur. Fishway construction costs can be reduced by increasing its bed slope, but this affects the flow field inside the pools, with higher head drops between the basins, as well as turbulence levels and flow velocities, which may affect fish passage. In light of this, a VSF was investigated by 3D numerical simulations to identify the possible effects of the bed slope (using values from 1.67% to 10%) on the flow field and subsequent implications for fish passage. A particular focus was devoted to cyprinind species, but the results can be extended to other species of similar swimming abilities and, therefore, be applicable to multispecies rivers. Flow velocity and turbulence values such as turbulent kinetic energy and Reynolds stresses were analysed from a fish passage perspective in relation to threshold values derived from previous studies. Pool areas where turbulence values are compatible with fish ability and behaviour were quantified. Maps of the location of fish‐friendly zones in the VSF pools were produced and can constitute a reference for practical applications in fishway design. The flow field generated with bed slopes lower than 6.67% is more compatible with fish swimming capabilities, because it exhibits a predominantly 2D behaviour and more suitable hydraulic conditions, whereas at higher slopes, turbulence levels in the pools increase. 相似文献
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Turbulent flow field comparison and related suitability for fish passage of a standard and a simplified low‐gradient vertical slot fishway 下载免费PDF全文
Fishways are hydraulic structures that allow passage of fish across obstructions in rivers. Vertical slot fishways—VSFs—are considered the most efficient and least selective type of technical fishway solutions, especially due to their ability to remain effective even when significant upstream and/or downstream water level fluctuations occur. The scope of the present study is to perform numerical simulations in order to investigate and compare the hydraulic turbulent flow field in a standard and a simplified version of the most common VSF design. Implications in relation to fish swimming behaviour and fish passage performance are discussed. Different water depths (as well as discharges) were investigated, using a bed slope of 5%, as a reference for low‐gradient VSFs with a very limited selectivity that can be used in multispecies rivers in grayling‐barbel regions. Results show that maximum values of velocity, turbulent kinetic energy, and Reynolds stresses are higher in the standard design. However, corresponding to slot geometry and orientation, the direction of the main jet in the simplified design is more inclined towards the left side of the pool. This causes the eddy to split into 2 smaller ones; the minimum eddy dimension is reduced from 0.4–0.5 to 0.2–0.3 m. These dimensions are detrimental for fish passage efficiency, being more comparable with fish length (0.15–0.40 m), thus affecting migrating fish stability and orientation. Furthermore, the standard design provides a more straightforward upstream path and wider areas of low flow velocities and turbulence, useful for fish resting. Therefore, it is recommended that the standard design should be preferred over its simplified version, even if its construction costs are around 10–15% higher than the simplified one. 相似文献