| 注册
首页|期刊导航|广西水利水电|驮英水库消能防冲护岸设计

驮英水库消能防冲护岸设计

张祖航 董蔷薇

广西水利水电Issue(6):58-62,5.
广西水利水电Issue(6):58-62,5.

驮英水库消能防冲护岸设计

Design of energy dissipation and erosion-control bank revetment for Tuoying Reservoir

张祖航 1董蔷薇2

作者信息

  • 1. 北海河海水利水电设计院有限责任公司,广西 北海 536000
  • 2. 南宁职业技术学院,南宁 530007
  • 折叠

摘要

Abstract

The flood-relief structures of Tuoying Reservoir consist of flood spillway and spillway tunnel.The water flow conditions during flood discharge are extremely complicated.Flood discharge may render very deep scour holes in the flood spillway and tunnel,which will seriously threaten the stability of bank revetment.Furthermore,the flood spillway and tunnel are close to the main dam and downstream powerhouse,and the joint flood discharge affect the safety of whole reservoir structures,so pile foundation protection is designed for the bank revetment sections subject to serious scouring to ensure the safety of reservoir project.

关键词

护岸/冲刷/冲坑深度/桩基护岸/防淘墙/驮英水库

Key words

bank revetment/scouring/depth of scour hole/pile foundation bank revetment/anti-scouring wall/Tuoy-ing Reservoir

分类

建筑与水利

引用本文复制引用

张祖航,董蔷薇..驮英水库消能防冲护岸设计[J].广西水利水电,2023,(6):58-62,5.

广西水利水电

1003-1510

访问量0
|
下载量0
段落导航相关论文