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本文侧重介绍刘家峡水电站的导流设计原则及左、右岸导流隧洞的设计和运行情况.1967年和1968平两次下闸蓄水中出现的问题,和采取的措施,从中应吸取那些经验教训.
This article focuses on the design principles of the diversion of Liujiaxia Hydropower Station and the design and operation of the diversion tunnels on the left and right banks. The problems that occurred in the two under-gates in 1967 and 1968 and the measures taken should draw lessons from these .