摘要
镜泊湖、莲花水电站位于牡丹江干流上，镜泊湖水库坝址处控制流域面积１１ ８００ ｋｍ ２，莲花坝址处控制流域面积３０ ２００ ｋｍ ２ ，在镜泊湖、莲花水库梯级洪水调度设计中，对洪水选择以莲花水库为主。按两水库防洪要求及调洪原则对各设计频率洪水调节进行了分析，同时对镜泊湖水库为莲花水库错峰产生的效益进行了研究。
Jingbohu and Lianhua hydropower stations are situated in main stream of Mudanjiang river. The catchmet areas dominated by Jingbohu dam site and Lianhua dam site are 11800 km2 and 30200 km2 respectively. Selecting flood takes Liianhua reservoir as the dominant factor in Jingbohu and Lianhua cascade flood dispatching design. The various frequency flood regulation is calculated according to two reservoirs flood control demand and flood routing principle. The benefit produced by Jingbohu reservoir staggering the flood peak for Lianhua reservoir is studied.
出处
《东北水利水电》
1999年第12期18-19,42,共2页
Water Resources & Hydropower of Northeast China
关键词
洪水调度
水库
水库防洪
水库调度
flood dispatching Jingbohu hydropower station Lianhua hydropower station
