松江河梯级之松山 小山水库联合调度方案  

Joint operation scheme of Songshan reservoir and Xiaoshan reservoir in Songjianghe cascade

作　　者：胡太娟[1] 杨悦奉[1] 张岚[1] 

机构地区：[1]中水东北勘测设计研究有限责任公司,吉林长春130021

出　　处：《东北水利水电》2006年第7期1-3,共3页Water Resources & Hydropower of Northeast China

摘　　要：松山、小山水库是松江河梯级水电站的龙头工程,两库之间通过一条12.6km长的引水洞相连,通过该洞将漫江水量引入松江河梯级之首的小山库区,增加松江河梯级发电效益。本文分析了两库对径流的最大调节程度,进而推选出可行的联合调度方案,并对调度方案进行优化。Songshan reservoir and Xiaoshan reservoir are the cock projects of Songjianghe cascade water power stations.The two reservoirs are linked by a tunnel of 12.6 km.The water of Manjiang river is diverted to Xiaoshan reservoir-primary cascade of Songjianghe river for increase power generation benefit.The paper analyses the maximum regulation level of two reservoirs to the runoff,defines the feasible joint operation scheme,optimizes the operation scheme.

关 键 词：松山水库 小山水库 联合调度 松江河 

分 类 号：TV697.12[水利工程—水利水电工程]