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摘 要
乌溪江水电站坐落于浙江省乌溪江，湖南镇，属于梯级开发电站，根据地形要求，其开发方式为有压引水式。坝区地质条件较好，主要建筑物〔混凝土非溢流坝〕，泄水建筑物〔混凝土溢流坝〕，引水建筑物〔有压引水遂洞，调压室〕，地面厂房。
〔万年一遇〕，相应的下泄流量10600m3/s；设计洪水位238m〔千年一遇〕，相应的下泄流量4800m3/s；。
本设计确定坝址位于山前峦附近，非溢流坝坝顶高程242m，，最大坝高130m，上游折坡坡度为1：，下游坝坡坡度为1：，溢流坝堰顶高程223m。
引水隧洞进口位于坝址上游凹口处，遂洞全长1100m。 m，调压室位于厂房上游250m左右处，高程250m的山峦上，型式为差动式。
厂房位于下游狄青位置。，装机容量4× =，主厂房总宽16m，。 m，，，装配场层与发电机层同高,，，故须在下游设挡水墙。厂房附近布置开关站，主变等。受地形限制，尾水平台兼作公路用，坝址与厂区通过盘山公路连接，形成枢纽体系。
另外，本设计还对调压室结构计算并绘制了调压室布置图。
关键词：水利枢纽；挡水建筑物；泄水建筑物；稳定；应力；水轮机；选型；引水隧洞；调压室；厂房。
Abstract
The Wuxijiang hydropower station is located in HuNan Town in ZheJiang province ,which belongs to a chain of exploitation .
According to the demand of topographic form ,I choose diversion hydropower station . The geology condition is good .The main construction conclude the water retaining structure (the concrete non –over-fall dam) ,the release works (the concrete over –fall dam) ,the diversion structure (pressure seepage tunnel ,the surge-chamber ) ,and the surface power station .
The check level is ,its corresponding flow is 10600m3/s . The design water level is 238 m ,its corresponding flow amount is 4800 m3/s. The regular water retaining level is 230m .
The dam site is near the former saddle .The crest elevation of the non-over-fall dam is 242 m ,and the base elevation is ,The max height of the dam is 130m , The upstream dam slope is 1: ,the downstream dam slop is 1: ,the spillway crest elevation is 223m .
The inducer of the seepage tunnel is located at the recess place ,The length of tunnel is 1100m ,the diametric of which is m .The surge-chamber is located at the mountain , which is 250m from the work shop building and is type is differential motion.
The workshop building is located at downstream ,the design level of the turbine is m , the equipped capacitor i