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1、**水电站重力坝设计摘要：**水电站位于新疆阿勒泰地区青河县。该地区地形、地质条件良好，坝基坚硬，故采用混凝土重力坝设计。主要建筑物由溢流坝段、非溢流坝段、电站厂房等组成。本篇论文主要完成了由调洪演算确定坝顶高程、重力坝荷载计算、抗滑稳定性分析、消能放冲设计、溢流面设计、大坝细部构造等。最后确定正常蓄水位232.2m，设计洪水位233.433m,相应下泄流量5440m/s相应下泄流量5950m/s、校核洪水位233.6m。因由发电要求，结合当地情况，设置发电厂房为坝后式。关键字：调洪演算；混凝土重力坝；荷载计算Abstract:LeikouHydropowe
2、rStationislocatedinQingheCounty,Altayarea,Xinjiang.Theareaofterrain,goodgeologicalconditions,damfoundationhard,sotheuseofconcretegravitydamdesign.Themainbuildingconsistsofoverflowdamsection,non-overflowdamsection,powerplantplantandsoon.Thispapermainlycompletesthecalculationofdamcre
3、stelevation,gravitydamloadcalculation,anti-slidingstabilityanalysis,energydissipationdesign,overflowsurfacedesign,damdetailstructureandsoon.Finally,thenormalwater3levelis232.2m,thecorrespondingdischargeflowis5440m/s,thedesignflood3levelis232.4m,thecorrespondingdischargeflowis5950m/
4、s,andthecalibrationfloodlevelis233.6m.Duetopowergenerationrequirements,combinedwithlocalconditions,setthepowerplantforthedamafterthetype.Keywords:floodcontrolcalculation;concretegravitydam;loadcalculation1目录**水电站重力坝设计.................................................................
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