摘要
驮英水库采用溢洪道+泄洪洞联合泄洪的泄洪方式,泄洪时水流条件极其复杂,溢洪道及泄洪洞泄洪时产生的冲坑很深,对护岸边坡的稳定造成了严重的威胁,又因溢洪道及泄洪洞布置位置距离大坝及坝后发电厂房均接近,联合泄洪产生的影响对整个水库建筑物的安全均产生了影响,故本工程对冲刷严重护岸段进行桩基防护,以确保水库枢纽安全。
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.
作者
张祖航
董蔷薇
ZHANG Zu-hang;DONG Qiang-wei(Beihai Hehai Water&Power Design Institute Co.,Ltd.,Beihai 536000,China;Nanning College for Vocational Technology,Nanning 530007,China)
出处
《广西水利水电》
2023年第6期58-62,共5页
Guangxi Water Resources & Hydropower Engineering
关键词
护岸
冲刷
冲坑深度
桩基护岸
防淘墙
驮英水库
bank revetment
scouring
depth of scour hole
pile foundation bank revetment
anti-scouring wall
Tuoy⁃ing Reservoir