云南水力发电
雲南水力髮電
운남수력발전
YUNNAN WATER POWER
2014年
1期
36-38
,共3页
电站取水口%坝内埋管%水力结构计算
電站取水口%壩內埋管%水力結構計算
전참취수구%패내매관%수력결구계산
power intake%pipe embedded in the dam%hydraulic structure calculation
介绍腾龙桥二级水电站进水口结构布置设计，进水口布置于重力坝坝身段，通过坝内埋管后接厂房。将大坝、发电引水及厂房结合为一体，减少工程占地范围，节约投资，方便运行中的大坝、厂房管理。
介紹騰龍橋二級水電站進水口結構佈置設計，進水口佈置于重力壩壩身段，通過壩內埋管後接廠房。將大壩、髮電引水及廠房結閤為一體，減少工程佔地範圍，節約投資，方便運行中的大壩、廠房管理。
개소등룡교이급수전참진수구결구포치설계，진수구포치우중력패패신단，통과패내매관후접엄방。장대패、발전인수급엄방결합위일체，감소공정점지범위，절약투자，방편운행중적대패、엄방관리。
The paper gives an introduction to the design of the power intake structure layout of the Ten-glongqiao -II hydropower project .The intake is placed in the gravity dam body section and connected with the powerhouse through the embedded pipe in the dam .The integration of the dam ,the power tunnel and the powerhouse in the layout reduces the use area of land ,saves investment and facilitates the management of both the dam and the powerhouse in operation .
