| 注册
首页|期刊导航|人民珠江|三峡大坝泄洪坝段下游冲刷发展趋势研究

三峡大坝泄洪坝段下游冲刷发展趋势研究

耿峻 李麒 张海龙 汪昌港 梅晓龙 董宗师

人民珠江2025,Vol.46Issue(3):16-24,9.
人民珠江2025,Vol.46Issue(3):16-24,9.DOI:10.3969/j.issn.1001-9235.2025.03.003

三峡大坝泄洪坝段下游冲刷发展趋势研究

Development Trend of Downstream Scouring in Flood Discharge Section of Three Gorges Dam

耿峻 1李麒 2张海龙 1汪昌港 1梅晓龙 1董宗师2

作者信息

  • 1. 高坝大库运行安全湖北省重点实验室,湖北 宜昌 443100||中国长江三峡集团有限公司流域枢纽运行管理中心,湖北 宜昌 443100
  • 2. 长江勘测规划设计研究有限责任公司,湖北 武汉 430010||国家大坝安全工程技术研究中心,湖北 武汉 430010
  • 折叠

摘要

Abstract

The Three Gorges Dam faces a large outflow,numerous flood discharge facilities,and difficult scheduling and operation during the flood season.The downstream scouring situation of the flood discharge section is complex at different time.Based on the scheduling and operation of flood discharge facilities in different periods since the operation of the project's water storage,the downstream terrain scouring of the flood discharge section in typical years was analyzed.The measured downstream area scouring,as well as the scouring point of the right side of the left guide wall and the left side of the lower longitudinal section of the anti-scouring wall,morphology,and scouring pit elevation in different periods were compared.The development and change trends of downstream scouring of the flood discharge section were studied.The research results indicate that the overall morphology of the downstream scouring pit of the flood discharge section is basically the same in different periods.In the normal operation period,the lowest elevation of the downstream middle scouring pit of the flood discharge section is about 4 m higher than that of the cofferdam in the power generation period,and the scouring situation has generally improved compared with the previous period.

关键词

泄洪坝段/下游冲刷/冲坑/发展趋势/三峡大坝

Key words

flood discharge section/downstream scouring/scouring pit/development trend/Three Gorges Dam

分类

水利科学

引用本文复制引用

耿峻,李麒,张海龙,汪昌港,梅晓龙,董宗师..三峡大坝泄洪坝段下游冲刷发展趋势研究[J].人民珠江,2025,46(3):16-24,9.

基金项目

湖北省自然科学基金青年项目(2023AFB370) (2023AFB370)

人民珠江

1001-9235

访问量0
|
下载量0
段落导航相关论文