摘要
天生桥一级水电站采用混凝土面板堆石坝，坝高１７８ｍ，溢洪道最大地流量２１７５０ｍ￣３／ｓ，电站装机容量１２００ＭＷ，大坝填筑量１８００万ｍ￣３，工程总开挖量２６５５万ｍ￣３，混凝土１３２万ｍ￣３。本文介绍了在科研试验的基础上，根据地质条件进行的枢纽布置及各水工建筑物的设计原则。
The TSQ-ⅠHydropower Station has an installed capacity of 1200 MW; It has aconcrete-faced rockfill dam with max.height 1 78m ;The max. flood dischange of spillwayamounts to 21750m￣3/s; the rockfill, 180 million m￣3; the earth-rock exeavation in open-cut,26. 55million m￣3; the concrete,1. 32million m￣3. So this is a very large project. The design ofconfiguration of hydrostructures has been made on the basic of sciencific test and engineering geo-logical conditions.
出处
《红水河》
1995年第4期6-12,共7页
Hongshui River
