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秦淮新河泵站前池流态改善措施研究

刘建龙 李志爽 陈书宁 薛铮 王翘楚 成立

江苏水利Issue(12):24-29,6.
江苏水利Issue(12):24-29,6.

秦淮新河泵站前池流态改善措施研究

Research on improvement measures of flow pattern in fore bay of Qinhuaixinhe Pumping Station

刘建龙 1李志爽 2陈书宁 1薛铮 1王翘楚 1成立2

作者信息

  • 1. 江苏省秦淮河水利工程管理处,江苏 南京 210000
  • 2. 扬州大学水利科学与工程学院,江苏 扬州 225100
  • 折叠

摘要

Abstract

Using the CFD numerical simulation method and taking the Qinhuaixinhe Pump Station as the research object,a numerical simulation study on the flow pattern analysis and improvement measures of the forebay of the pump station is carried out.The results show that under the condition of ultra-low water level,there is a large area of recirculation zone near the diversion pier of the fore bay,which seriously affects the water inlet condition of the side unit,resulting in the flow velocity uniformity and weighted average angle of the side unit being much lower than that of the other units.The addition of circular water holes and Y-shaped diversion pier can improve the flow pattern in the fore bay,eliminate the bad flow pattern near the diversion wall,and improve the flow velocity uniformity and weighted average angle of the side unit.The research results can provide a reference for the design and transformation of pumping stations.

关键词

泵站/前池/流态/整流措施/数值模拟

Key words

pumping station/fore bay/flow pattern/rectification measures/numerical simulation

分类

建筑与水利

引用本文复制引用

刘建龙,李志爽,陈书宁,薛铮,王翘楚,成立..秦淮新河泵站前池流态改善措施研究[J].江苏水利,2024,(12):24-29,6.

基金项目

江苏省水利科技项目(2022017) (2022017)

江苏水利

1007-7839

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