康山蓄滞洪区分洪口门设计方案分析比选  

Analysis and comparison of flood diversion port gates in Kangshan Mountain flood detention basin

作　　者：刘文标[1] 孙敏[1] 

机构地区：[1]江西省水利规划设计院,江西南昌330029

出　　处：《水利建设与管理》2015年第4期25-28,共4页Water Conservancy Construction and Management

摘　　要：康山蓄滞洪区为重要蓄滞洪区,分洪口门设计关系到蓄滞洪区启用的成败。本文对三种方案分别从分洪口门的启用灵活性、分洪可靠性、工程投资及运行管理等方面进行综合分析比较,最终推荐康山蓄滞洪区分洪口门采用1/2分洪闸+1/2扒口分洪口门方案。Kangshan Mountain flood detention basin is an important flood detention basin,and flood diversion port gate design is related to the success of using flood detention basin.In the paper,three plans are analyzed and compared comprehensively in the aspects of flood diversion port gate starting flexibility,flood diversion reliability,project investment,operation management,etc.respectively.It is finally recommended that 1 /2 flood diversion port ＋ 1 /2 artificial levee breach flood diversion port plan is adopted for flood diversion port gate in Kangshan Mountain flood detention basin.

关 键 词：蓄滞洪区 分洪口门 设计方案比选 

分 类 号：TV873[水利工程—水利水电工程]