香山水利樞紐—重力壩設計_畢業(yè)設計

1、目錄目錄摘要................................................................1第1章基本資料....................................................21.1自然條件及工程：.............................................21.2水文氣象資料：......................

2、.........................21.3地型地質(zhì)：...................................................2第2章工程等級、壩頂高程的確定....................................32.1工程等級確定：...............................................32.2壩型壩址的選擇：.............

3、................................32.3壩頂高程的確定：.............................................32.3.1超高值Δh的計算：.....................................32.3.2壩頂高程：.............................................4第3章非溢流壩實用剖面的設計和靜力校核...

4、.........................63.1非溢流壩實用剖面的擬定：.....................................63.2確定壩基高程.................................................63.3擬定壩頂寬度：...............................................63.4擬定壩基寬度：..............

5、.................................63.5擬定基礎灌漿廊道尺寸：.......................................63.6荷載計算及其組合：...........................................73.6.1自重：.................................................83.6.2靜水壓力：........

6、.....................................93.6.3揚壓力：..............................................113.6.4泥沙壓力：............................................143.6.5浪壓力：..............................................153.6.6其它荷載：..

7、..........................................183.6.7基本作用荷載各種工況下的和：................18W?M?3.7抗滑穩(wěn)定分析:...............................................19第4章溢流壩壩體設計............................................22香山水利樞紐—重力壩設計信息與工程技術(shù)學

8、院農(nóng)業(yè)水利工程專業(yè)2009級1班何月（指導教師：田奧水建系）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，流域面積有67176平方公里，水庫設計洪水位316.52m，正常蓄水位314.00m。設計中，根據(jù)給定的地質(zhì)及水文氣象等資料，首先進行了重力壩的壩型壩址選擇，選擇了混凝土實體重力壩壩型；對溢流壩非溢流壩的剖面進行了設計，并進行了消能防沖設計，確定壩高為135

9、m，并對壩體進行抗滑穩(wěn)定分析及壩體應力分析，結(jié)果均滿足要求；最后還對大壩進行了細部構(gòu)造設計。關(guān)鍵詞：荷載計算剖面設計穩(wěn)定分析應力分析細部構(gòu)造ThedesignofgravitydamwaterconservancyhubXiangshanAbstract:XiangshanhyowerprojectislocatedinthedlereachesoftheYellowRiverabout30kmawayfromthedownstream

10、hillcity.Theprojectisamainlyfpowergenerationfloodcontrolusingbothcomprehensivewaterconservancyirrigationdrainagearea67176squarekilometersthereservoirdesignfloodlevel316.52mthenmalwaterlevelis314.00m.Inthedesignaccdingtot

11、hegivengeologicalhydrologicalmeteologicaldatafirstthedamtypeionionofdamconcretenonoverflowsectionweredesigneddeterminetheenergydissipationdesignthedamheightis135mthedamstressanalysisofslipresistancestabilityanalysistheda