摘要
根据中洲水库溢洪道存在堰基严重渗漏、堰体质量差、底板和边墙衬砌失去功能,无消能设施,无尾水渠,不具备安全泄洪条件等问题,按照因地制宜的原则,溢洪道平面布置维持布置格局不变,进行了溢洪道水力设计的泄洪能力复核及堰体、边墙、消力池、出水渠等加固设计.
Based on the spillway existing problems of Zhongzhou Reservoir such as serious seepage of weir foundation,bad quality of weir body,losing function of floor and side wall and lining,no dissipater,no tailwater canal etc,and according to the principle of suiting one's measures to local conditions and the same plane layout of the zpillway,the spillway capacity check on spillway hydraulic design and the reinforcement design of weir body,side walll,cushion pool and exit channel are made.
出处
《江西水利科技》
2014年第2期142-146,共5页
Jiangxi Hydraulic Science & Technology
关键词
溢洪道
水力计算
复核
堰体
边墙
消力池
Spillway
Hydraulic calculation
Check
Weir body
Side wall
Cushion pool