【正文】 .............................4 裝機(jī)容量估算 ..................................................4 效率修正值計(jì)算 ...............................................5 轉(zhuǎn)速的計(jì)算 ...................................................5 水輪機(jī)吸出高的計(jì)算 ...........................................5第二章 非溢流壩段荷載計(jì)算 ................................................7 計(jì)算情況的選擇 ................................................................................................................7 荷載計(jì)算 ............................................................................................................................7 自重 .................................................................................................................................7 靜水壓力及其推力 .............................................7 揚(yáng)壓力的計(jì)算 .................................................9 淤沙壓力及其推力 ............................................11 波浪壓力 ....................................................12 土壓力 ......................................................13第三章 壩體抗滑穩(wěn)定性分析 ...............................................15 總則 ..................................................................................................................................15 抗滑穩(wěn)定計(jì)算 ..................................................................................................................16 抗剪斷強(qiáng)度計(jì)算 ..............................................................................................................16 按極限狀態(tài)計(jì)算穩(wěn)定及應(yīng)力分析。 ..............................................................................18 穩(wěn)定分析的基本原理 ..........................................18 穩(wěn)定分析計(jì)算 ................................................18謝龍：車家壩河碾壓混凝土重力壩設(shè)計(jì) 應(yīng)力分析的基本原理和方法 ....................................18 應(yīng)力分析計(jì)算 ................................................19第四章 應(yīng)力分析 .........................................................22 總則 ..................................................................................................................................22 大壩垂直應(yīng)力分析 .............................................22 大壩垂直應(yīng)力滿足要求 .........................................23 計(jì)算截面為建基面的情況 ...............................................................................................23 荷載計(jì)算 ....................................................23 運(yùn)用期（計(jì)入揚(yáng)壓力的情況） ...................................24 運(yùn)用期（不計(jì)入揚(yáng)壓力的情況） .................................25 施工期 ......................................................25第五章 溢流壩段設(shè)計(jì) .....................................................27 泄流方式選擇 ..................................................................................................................27 洪水標(biāo)準(zhǔn)的確定 ..............................................................................................................27 流量的確定 ......................................................................................................................27 單寬流量的選擇 ..............................................................................................................27 孔口凈寬的擬定 ..............................................................................................................27 溢流壩段總長度的確定 ..................................................................................................28 堰頂高程的確定 ..............................................................................................................28 閘門高度的確定 ..............................................................................................................29 定型水頭的確定 ..............................................................................................................29 泄流能力的校核 ............................................................................................................29 溢流壩段剖面圖 ........................................