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作 者:李明忠[1] 杨兴国[1] 熊影 肖培伟 周宏伟[1]
机构地区:[1]四川大学水电学院,成都610065 [2]国电大渡河公司,成都610017
出 处:《中国农村水利水电》2014年第3期109-112,116,共5页China Rural Water and Hydropower
摘 要:以深溪沟围堰水库为调节水库,论证了瀑布沟水库初期蓄水期间,在50%、80%、90%来水保证率情况下,深溪沟水库提前蓄水、瀑布沟水库下闸蓄水、深溪沟水库临时供水等过程的具体实施方案,提出以80%来水保证率作为设计保证率,并讨论了瀑布沟水库实施蓄水时,在上游来流量为960m3/s,尼日河来流量为64m3/s的情况下,两库的运行过程。During Pubugou Reservoir's initial impounding, Shenxigou Cofferdam Reservoir is taken as the regulating reservoir, and 50% ,80% and 90% are taken as guaranteed rate of runoff. In this case, we study the processes of Shenxigou reservoir's storage in advance, Pubugou reservoir' closing gate,Shenxigou reservoir" draining water temporarily, as well as their specific practices. And the 80% guaranteed rate of runoff is taken as the design guaranteed rate. During the implementation, we discuss the running of the two reservoirs, when the upstream flow is 960 m3/s, and the Niri River's flow is 64 ma/s.
关 键 词:梯级群库 联合调蓄供水 瀑布沟水库 深溪沟水库 控制过程
分 类 号:TV697.12[水利工程—水利水电工程]
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