基于MIKE FLOOD数学模型的邯郸市娄里水库建设前后对下游防洪效果研究  

Study on Downstream Flood Control Effect Before and After the Construction of Louli Reservoir in Handan City Based on Mike Floor Mathematical Model

作　　者：杨翠巧[1] Yang Cuiqiao(Handan Water Resources and Hydropower Survey,Design and Research Institute,Handan 056001,China)

机构地区：[1]邯郸市水利水电勘测设计研究院,河北邯郸056001

出　　处：《科学技术创新》2022年第21期142-145,共4页Scientific and Technological Innovation

摘　　要：以邯郸市娄里水库为研究对象,运用MIKEFLOOD数学模型对不同重现期洪水及典型洪水进行演进分析,结果表明,娄里水库建设后对不同重现期以及典型洪水都具有明显的削峰效果,可保护坝址下游永年城区、洺河两岸的村镇和耕地,减轻下游大陆泽和宁晋泊缓滞洪区防洪压力。Taking louli reservoir in Handan City as the research object,mikeflood mathematical model is used to analyze the evolution of floods in different return periods and typical floods.The results show that after the construction of louli reservoir,it has obvious peak cutting effect on different return periods and typical floods,which can protect Yongnian urban area downstream of the dam site,villages and towns on both banks of Minghe River and cultivated land,Reduce the flood control pressure of downstream continental Ze and ningjinbo flood mitigation and detention area.

关 键 词：娄里水库 MIKE FLOOD数学模型 邯郸市 水库建设 防洪效果 低标准洪水 

分 类 号：TV87[水利工程—水利水电工程]