首页|入池流量与倾角对鱼鳃式沉沙池内水沙二相流的影响分析

入池流量与倾角对鱼鳃式沉沙池内水沙二相流的影响分析

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为提高沉沙池的除沙效果,提出了一种新型除沙措施即鱼鳃式沉沙池.鱼鳃式沉沙池在池室内部布设多组倾斜的过滤网片,利用滤网拦截泥沙,提高泥沙沉降效率.采用物理模型试验和数值计算方法,分析不同流量和滤网角度下的流场分布和除沙效果,以此得到较优的结构型式,为该类沉沙池的工程设计和技术推广提供理论参考.结果表明,植入鱼鳃装置后沉沙池的泥沙截除率提高了 12.5%~22.0%.数模计算进一步揭示,鱼鳃式沉沙池内流速变化分为五个区域,含沙量变化沿程呈现四个不同阶段.在泥沙沉积量计算中,最大泥沙沉积区出现在第一、二片滤网底部,建议增大鱼鳃装置前部的滤网孔径,使鱼鳃装置设置更加合理.
Impact Analysis of Flow Rate and Inclination Angle on Two-Phase Flow of Water and Sand in a Fish Gill-Type Sedimentation Tank
To improve the sand removal efficiency of the sedimentation tank,a novel sand removal measure has been proposed,namely the fish gill-type sedimentation tank.The fish gill-type sedimentation tank is equipped with multiple sets of tilted filter screens inside the tank room,which intercept sediment using filter screens and improve sediment set-tling efficiency.Physical model tests and numerical calculation methods were used to analyze the flow field distribution and sand removal effect under different flow rates and filter screen angles so as to obtain an optimal structural design,which provide theoretical references for engineering design and technology promotion for this type of sedimentation tank.The results show that the sediment removal rate of the sedimentation tank increased by 12.5 to 22.0%after the fish gill device was implanted.Numerical modeling further reveals that the flow rate change in the fish gill-type sedimentation tank was divided into five regions,and sediment concentration changes showed four different stages along the way.In sediment deposition calculations,the maximum sediment deposition zone appeared at the bottom of the first and second filter screens.Thus,it suggests that the mesh size of the filter screens in the front of the fish gill device should be in-creased for more reasonable placement.

fish gill-type sedimentation tankphysical test and numerical simulationflowfilter angleflow field

艾玉林、戚印鑫、李琳、李江峰

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新疆农业大学水利与土木工程学院, 新疆 乌鲁木齐 830052

新疆水利水电科学研究院, 新疆 乌鲁木齐 830000

鱼鳃式沉沙池 试验与模拟 流量 滤网倾角 流场

国家自然科学基金项目新疆维吾尔自治区公益性科研院所基本科研业务经费资助项目

51969030KY2023110

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(3)
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