洪家渡水电站枢纽布置的优化调整  

Optimization and adjustment of the pivot layout of Hongjiadu Hydropower Station

作　　者：杨泽艳[1] 文亚豪[1] 吴基昌[1] 罗光其[1] 

机构地区：[1]国家电力公司贵阳勘测设计研究院,贵州贵阳550002

出　　处：《贵州水力发电》2001年第4期22-25,66,共5页Guizhou Water Power

摘　　要：洪家渡水电站是乌江梯级开发的龙头电站 ,坝址处于高山峡谷岩溶地区 ,枢纽由拦河坝、洞式溢洪道、泄洪洞、引水发电系统等建筑物组成。电站初步设计于 1992年审查通过 ,2 0 0 0年正式开工建设 ,在其间的 8年中 ,结合国内外水电技术的进步 ,不断深化对峡谷岩溶地区水电枢纽布置的认识 ,并对枢纽布置进行了一系列优化调整 。Hongjiadu Hydropower Station, the fist one of the Wujiang river cascade development, is located at karst region with high mountains and deep valleys. Its pivot is made of dam, tunnel spillway, flood discharge tunnel, water diverting generation system. Its preliminary design passed after examination at 1992, and its construction stared at 2000. Within the period of 8 years, combined hydropower technology progress in abroad and home, deepened recognizing hydropower pivot layout at narrow valley in karst region, the pivot layout had systematically optimized, as results large economic benefits have been obtained.

关 键 词：乌江洪家渡水电站 枢纽布置 优化调整 

分 类 号：TV222[水利工程—水工结构工程]