万家寨水利枢纽混凝土重力坝设计VIP免费

河北工程大学毕业设计摘要关键词:混凝土重力坝溢流坝挡水坝本设计为万家寨水利枢纽设计.万家寨水利枢纽工程位于黄河托克托至龙口峡谷,其控制流域面积395000平方公里,正常蓄水位977m,校核蓄水位980.4m,该坝为实体混凝土重力坝,最大坝高为928.16m,设计完成后的万家寨重力坝具有供水,发电,防洪的作用.设计内容包括枢纽布置,枢纽泄水能力验算,坝体剖面设计,导墙设计,消能设计,坝体应力与抗滑稳定验算,细部构造,与地基处理.其中溢流表孔采用WES曲线设计,底流消能;底孔采用无压形式,底流消能.设计过程中我们大量翻阅了大量的文献、资料，并对实际工程做了改进。设计过程包括初稿，修改，复稿，再修改，成稿的过程。1河北工程大学毕业设计AbstractKeywords:concretegravitydamspillwayretainingdamThedesignfortheWanjiazhaiWaterControlProjectDesign.WanjiazhaiWaterControlProjectontheYellowRivervalleyTuoketuotoLongkou,itscontroldrainagearea395,000squarekilometers,thenormalwaterlevel977m,checkingwaterlevel980.4m,thedamofconcreteentitiesDam,thelargestdamheightto928.16m,afterthecompletionofthedesignoftheWanjiazhaiDamwithwatersupply,powergeneration,floodcontrolrole.Designelementsincludethegenerallayout,checkinghubdischargecapacity,thedamprofiledesign,trainingwalldesign,energydissipationdesign,thedamstressandslidingstabilitychecking,detailconstruction,andgroundtreatment.OverflowwhichusedWES-tablecurvedesign,Attheendofenergydissipation;Bottomadoptstheformofpressure,attheendofenergydissipation.Thedesignprocess,wereadalotalotofliterature,informationandpracticalprojectstodotoimprove.Thedesignprocess,includingdraftamendmentsonrehabilitation,re-edits,adraftoftheprocess.1河北工程大学毕业设计目录1.基本资料.......................................................................................................................................................11.1.工程概况..................................................................................................................................................11.2.地形条件..................................................................................................................................................11.3.地质条件..................................................................................................................................................11.4.工程特性..................................................................................................................................................21.5.其他..........................................................................................................................................................41.6.万家寨水利枢纽坝址形图和坝轴线地质剖面图..................................................................................52.坝段坝线坝型选择....................................................................................................................................62.1.坝段选择..................................................................................................................................................62.2.坝线选择..................................................................................................................................................62.3.坝型选择..................................................................................................................................................63.枢纽布置..................................................................