均質(zhì)土壩樞紐建筑物設(shè)計(jì)-水利水電工程畢業(yè)論文

1、1水利水電工程畢業(yè)論文水利水電工程畢業(yè)論文題目均質(zhì)土壩樞紐建筑物設(shè)計(jì)學(xué)院工學(xué)院專業(yè)水利水電工程22.3.4壩型比較..................................................................................................112.4樞紐布置........................................................

2、................................................123壩工設(shè)計(jì)..............................................................................................................133.1壩體剖面設(shè)計(jì)............................................

3、....................................................133.1.1壩頂高程的確定......................................................................................133.1.2壩頂高程計(jì)算.......................................................

4、...................................133.3壩頂寬度確定................................................................................................173.4壩坡選定.....................................................................

5、..................................173.5馬道................................................................................................................183.6壩體排水..........................................................

6、..............................................184滲流分析..............................................................................................................184.1滲流分析的目的.............................................

7、...............................................184.2分析內(nèi)容........................................................................................................194.3滲流分析方法.................................................

8、...............................................194.4滲流計(jì)算........................................................................................................204.4.1正常蓄水位時(shí)的滲流分析..........................................

9、............................204.4.2設(shè)計(jì)洪水位時(shí)的滲流分析......................................................................214.4.3校核洪水位時(shí)的滲流分析......................................................................214.5滲流分析.......

10、.................................................................................................225穩(wěn)定分析..............................................................................................................225.1計(jì)

11、算工況與安全系數(shù)....................................................................................225.2穩(wěn)定分析基本原理及方法...........................................................................235.2.1最危險(xiǎn)滑弧圓心范圍的確定..................

12、................................................235.3穩(wěn)定分析計(jì)算................................................................................................245.3.1上游為正常蓄水位的下游壩坡穩(wěn)定計(jì)算.........................................

13、.....245.3.2上游為校核洪水位時(shí)下游壩坡穩(wěn)定分析..............................................305.3.3上游為設(shè)計(jì)洪水位時(shí)上游壩坡穩(wěn)定計(jì)算..............................................355.4穩(wěn)定綜合分析................................................................

14、................................396壩體細(xì)部構(gòu)造......................................................................................................406.1壩頂......................................................................

15、..........................................406.2護(hù)坡................................................................................................................406.3排水結(jié)構(gòu)..................................................

16、......................................................406.4反濾層............................................................................................................416.5壩坡排水.........................................