摘要
针对泉州市洛阳水闸除险加固工程原导流围堰设计方案存在的问题,通过优化,上游采用充灌砂袋围堰,创造干地施工条件,彻底修复了洛阳水闸工程水平与垂直防渗设施,与原设计导流方案比较,施工质量、工期及防洪度汛得到保障,且降低工程造价,确保了水闸除险加固效果。
In view of the problem existing in the original diversion cofferdam design scheme of Luoyang Sluice Reinforcement Project, design optimization was conducted. Upstream cofferdam was constructed with filling sand bags, so as to create dry construction condition for the the horizontal and vertical anti-seepage facilities of Luoyang sluice to be thoroughly repaired. Compared with the original diversion scheme, the optimized scheme guaranteed the construction quality and period as well as flood prevention at less cost.
出处
《广西水利水电》
2016年第3期48-50,共3页
Guangxi Water Resources & Hydropower Engineering
关键词
导流围堰
方案
优化
充灌砂袋
施工
River diversion cofferdam
scheme
optimization
filling sand bag
construction
