摘要
阿海水电站工程枢纽由碾压混凝土重力坝、左岸溢流表孔、左岸泄洪冲沙底孔、右岸冲沙底孔、坝后主副厂房等组成,枢纽布置合理紧凑。碾压混凝土坝置于横向谷、砂岩与板岩互层状坝基岩体,横向谷互层基岩状对坝基防渗、坝肩边坡稳定有利。X型宽尾墩+跌坎+消力池的消能方式,能减小冲击和脉动,提高消能效率。
A' hai hydropower project complex consists of a roller compacted concrete gravity dam, left bank overflow crest outlets, left bank bottom flood discharge and flushing outlets, right bank bottom flushing outlets, a powerhouse and an auxiliary plant at dam toe. The project complex is laid out in a rational and compact way. The roller compacted concrete dam is founded on sandstone and slate interbedded bed rock mass in a transversal valley, which is favorable to both dam foundation seepage control and dam abutment slope stability. The way of energy dissipation by type X flaring pier + step down floor + plunze pool can reduce impact and impulse, thus improving efficiency of energy dissioation.
出处
《云南水力发电》
2012年第3期54-58,共5页
Yunnan Water Power
关键词
阿海水电站
枢纽布置
砂岩与板岩互层状坝基
X型宽尾墩+跌坎+消力池
A'hai Hydropower Plant
layout of project complex
sandstone and slate interbedded dam foundation
typex flaring pier + step down floor + phmge pool