河南水利与南水北调2025,Vol.54Issue(7):23-24,2.
戚庄调蓄水库主体设计浅议
Discussion on Design of the Main Structures of Qizhuang Reservoir
赵喜梅 1徐修超 1薛西成 1薛帅宇2
作者信息
- 1. 鹿邑县水利局,河南 鹿邑 477200
- 2. 华北水利水电大学 河南 郑州 450046
- 折叠
摘要
Abstract
Qizhuang Storage Reservoir is one of the two newly-built storage reservoirs for the Yangtze River to Huaihe River Diversion Project(Yongcheng Section).The reservoir's storage capacity is for the daily use of the residents in 15 towns including Chengguan Town and Yanji Town,etc.,and for the production of thermal power industries in the urban areas.According to the scale and standards of the storage reservoir and the water supply target,this paper elaborates on the design of the embankment crest and embankment structure of Qizhuang Reservoir,as well as two anti-seepage design schemes:high-pressure jet grouting(rotary jet grouting)and cement mixing pile anti-seepage wall.It also expounds in detail the design of the slope protection scheme based on the comparison of the three schemes,i.e.masonry slope protection,cast-in-situ concrete slab slope protection and precast hexagonal concrete block slope protection.关键词
调蓄水库/护坡/防渗/库堤/设计Key words
storage reservoir/slope protection/impermeability/reservoir dikes/design分类
建筑与水利引用本文复制引用
赵喜梅,徐修超,薛西成,薛帅宇..戚庄调蓄水库主体设计浅议[J].河南水利与南水北调,2025,54(7):23-24,2.