乌东德水电站泄洪消能特点及水工模型试验研究  

Enengy dissipation features & hydraulic model test of Wudongde Hydropower Station

作　　者：韩喜俊[1] 韩继斌[1] 程子兵[1] 

机构地区：[1]长江水利委员会长江科学院,湖北武汉430010

出　　处：《湖北水力发电》2007年第3期40-43,共4页Hubei Water Power

摘　　要：乌东德水电站泄水拱坝下游水垫塘深达80～125 m,岩石坚硬,抗冲能力强,是一个条件优越的天然水垫塘,所以考虑水垫塘不设混凝土保护,下游消能区300 m内采用接地式护岸,300 m后采用悬挂式护岸,水工整体模型试验研究表明该布置方案是可行的。A natural water pool with cushion depth 80-125 m and hard bedrock is located downstream Wudongde Arch Dam,the integral hydraulic model test shows that the concrete apron of dissipation pool is needless,only 300 m long revetment along the downstream tiver banks should be built and further 300 m long,should be protected by hanging concrete slabs.

关 键 词：乌东德水电站 泄洪消能 天然水垫塘 水工模型试验 

分 类 号：TV61[水利工程—水利水电工程]