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清远市五结合泄洪闸建设方案分析

陈海

河南水利与南水北调2024,Vol.53Issue(6):41-42,2.
河南水利与南水北调2024,Vol.53Issue(6):41-42,2.

清远市五结合泄洪闸建设方案分析

The Analysis of the Construction Plan for the Qingyuan Wujiehe Flood Sluice

陈海1

作者信息

  • 1. 清远市水利水电勘测设计院有限公司,广东 清远 511500
  • 折叠

摘要

Abstract

In order to improve the safety and flood control capacity of the Qingyuan Wujiehe Flood Sluice,the original flood sluice has been demolished and rebuilt.Considering the drainage capacity of the sluice gate,the construction scale and relevant characteristic water level are determined based on the surrounding planning.After calculation,the calculated anti-seepage length is 22.8 m,which meets the requirement for the anti-seepage length of sluice.Additionally,the design horizontal anti-seepage length of Wujiehe Sluice is 39 m.Through the stability review analysis of sluice chamber,the stability of sluice meets the requirements.

关键词

泄洪闸/防渗/渗流/稳定性

Key words

spillway gate/seepage control/seepage/stability

分类

建筑与水利

引用本文复制引用

陈海..清远市五结合泄洪闸建设方案分析[J].河南水利与南水北调,2024,53(6):41-42,2.

河南水利与南水北调

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