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銅錢(qián)壩碾壓混凝土壩樞紐布置及變形監(jiān)測(cè)設(shè)計(jì)畢業(yè)設(shè)計(jì)-全文預(yù)覽

  

【正文】 ......................... 17 壩址選擇 ...................................................................................................... 18 壩軸線選擇 .................................................................................................. 19 壩型選擇 ....................................................................................................... 19 樞紐布置 ....................................................................................................... 20 XI 第 6 章 建筑物設(shè)計(jì) ............................................................................................. 21 非溢流壩壩體設(shè)計(jì) ....................................................................................... 22 壩頂高程確定 ........................................................................................ 22 初擬壩體剖面 ........................................................................................ 24 荷載計(jì)算 ................................................................................................ 25 壩基面穩(wěn)定計(jì)算 .................................................................................... 32 壩體應(yīng)力分析 ........................................................................................ 37 溢流壩設(shè)計(jì) ................................................................................................... 43 溢流壩堰面體型設(shè)計(jì) ............................................................................ 43 挑流消能水力要素的計(jì)算 .................................................................... 46 溢流壩面水面線計(jì)算 ............................................................................ 47 排沙底孔設(shè)計(jì) ............................................................................................... 53 體型設(shè)計(jì) ................................................................................................. 53 挑流消能計(jì)算 ........................................................................................ 55 工業(yè)取水管設(shè)計(jì) ........................................................................................... 57 第 7 章 構(gòu)造設(shè)計(jì) ................................................................................................... 57 壩頂構(gòu)造 ...................................................................................................... 57 廊道系統(tǒng) ...................................................................................................... 58 基礎(chǔ)灌漿及排水合用廊道 .................................................................... 58 壩體檢查及排水廊道 ............................................................................ 59 其他廊道 ................................................................................................ 59 防滲系統(tǒng) ...................................................................................................... 59 橫縫構(gòu)造 ...................................................................................................... 60 第 8 章 地基處理 ................................................................................................. 61 地基開(kāi)挖與清理 ........................................................................................... 61 XII 帷幕灌漿與固結(jié)灌漿 ................................................................................... 62 固結(jié)灌漿 ................................................................................................ 62 帷幕灌漿 ................................................................................................ 62 斷層、軟基夾層處理 ................................................................................... 63 第 9 章 變形監(jiān)測(cè) ................................................................................................... 63 變形監(jiān)測(cè) ....................................................................................................... 64 大壩水平位移監(jiān)測(cè) ................................................................................ 64 平面變形控制網(wǎng) ............................................................................. 64 正垂線和倒垂線 ............................................................................. 64 引張線 ............................................................................................. 65 大壩垂直位移監(jiān)測(cè) ................................................................................ 66 精密水準(zhǔn)網(wǎng) ..................................................................................... 66 流體靜力水準(zhǔn)儀 ............................................................................. 67 豎直傳高裝置 ...................................................................................... 67 大壩傾斜與撓度觀測(cè) ............................................................................. 68 傾斜監(jiān)測(cè) .......................................................................................... 68 壩體撓度監(jiān)測(cè) .................................................................................. 68 接縫與裂縫觀測(cè) ..................................................................................... 68 岸坡位移監(jiān)測(cè) ......................................................................................... 69 滲流監(jiān)測(cè)設(shè)計(jì) ............................................................................................... 69 揚(yáng)壓力監(jiān)測(cè) ............................................................................................. 69 壩基揚(yáng)壓力監(jiān)控的布置 .................................................................. 69 壩體揚(yáng)壓力監(jiān)控的布置 .................................................................. 70 繞壩滲流監(jiān)測(cè) ......................................................................................... 70 致謝 ......................................................................................................................... 71 參考文獻(xiàn) ................................................................................................................. 72 1 第 1 章 銅錢(qián)壩工程概述 工程概況 銅錢(qián)壩水庫(kù)壩址位于漢江支流玉帶河下游,該水庫(kù)是以供某工廠工業(yè)用水年平均流量 ,兼補(bǔ)償 下游農(nóng)田灌溉用水 3000 萬(wàn) m3/s,以及防洪、發(fā)電、養(yǎng)魚(yú)等綜合利用水利樞紐工程,要求工業(yè)供水保證率 97%,農(nóng)田灌溉保證率 75%。根據(jù)壩址區(qū)工程地質(zhì)概況比選出
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