香山水利樞紐—重力壩設(shè)計(jì)畢業(yè)設(shè)計(jì)

1、香山水利樞紐—重力壩設(shè)計(jì)畢業(yè)設(shè)計(jì)香山水利樞紐香山水利樞紐—重力壩設(shè)計(jì)畢業(yè)設(shè)計(jì)重力壩設(shè)計(jì)畢業(yè)設(shè)計(jì)目錄目錄摘要...............................................錯(cuò)誤！未定義書(shū)簽。錯(cuò)誤！未定義書(shū)簽。第1章基本資料....................................................21.1自然條件及工程：...............................

2、..............21.2水文氣象資料：...............................................21.3地型地質(zhì)：...................................................2第2章工程等級(jí)、壩頂高程的確定....................................32.1工程等級(jí)確定：.........................

3、......................32.2壩型壩址的選擇：.............................................32.3壩頂高程的確定：.............................................32.3.1超高值Δh的計(jì)算：.....................................32.3.2壩頂高程：.....................

4、........................3第3章非溢流壩實(shí)用剖面的設(shè)計(jì)和靜力校核............................63.1非溢流壩實(shí)用剖面的擬定：.....................................63.2確定壩基高程.................................................63.3擬定壩頂寬度：.........................

5、......................63.4擬定壩基寬度：...............................................63.5擬定基礎(chǔ)灌漿廊道尺寸：.......................................63.6荷載計(jì)算及其組合：...........................................73.6.1自重：.....................

6、............................33.6.2靜水壓力：.............................................93.6.3揚(yáng)壓力：..............................................113.6.4泥沙壓力：............................................143.6.5浪壓力：.............

7、..................................33.6.6其它荷載：.............................................33.6.7基本作用荷載各種工況下的和：.................3W?M?香山水利樞紐—重力壩設(shè)計(jì)畢業(yè)設(shè)計(jì)香山水利樞紐—重力壩設(shè)計(jì)摘要：香山水利樞紐位于黃河流域的中游，距離下游香山市直徑30公里。該工程是一座以發(fā)電為主，兼顧防洪和灌溉的綜合性水利樞紐

8、，流域面積有67176平方公里，水庫(kù)設(shè)計(jì)洪水位316.52m，正常蓄水位314.00m。設(shè)計(jì)中，根據(jù)給定的地質(zhì)及水文氣象等資料，首先進(jìn)行了重力壩的壩型壩址選擇，選擇了混凝土實(shí)體重力壩壩型；對(duì)溢流壩非溢流壩的剖面進(jìn)行了設(shè)計(jì)，并進(jìn)行了消能防沖設(shè)計(jì)，確定壩高為135m，并對(duì)壩體進(jìn)行抗滑穩(wěn)定分析及壩體應(yīng)力分析，結(jié)果均滿足要求；最后還對(duì)大壩進(jìn)行了細(xì)部構(gòu)造設(shè)計(jì)。關(guān)鍵詞：荷載計(jì)算剖面設(shè)計(jì)穩(wěn)定分析應(yīng)力分析細(xì)部構(gòu)造Thedesignofgravityda

9、mwaterconservancyhubXiangshanAbstract:XiangshanhyowerprojectislocatedinthedlereachesoftheYellowRiverabout30kmawayfromthedownstreamhillcity.Theprojectisamainlyfpowergenerationfloodcontrolusingbothcomprehensivewaterconserv

10、ancyirrigationdrainagearea67176squarekilometersthereservoirdesignfloodlevel316.52mthenmalwaterlevelis314.00m.Inthedesignaccdingtothegivengeologicalhydrologicalmeteologicaldatafirstthedamtypeionionofdamconcretenonoverflow

11、sectionweredesigneddeterminetheenergydissipationdesignthedamheightis135mthedamstressanalysisofslipresistancestabilityanalysisthedambodytheresultsmeettherequirementsattheendofthedamfdetailstructuredesign.Keywds:loadcalcul