重力坝应力计算

设计洪水位情况校核洪水位情况计算风速Ｖ0(m/s)1812有效吹程D(m)300300重力加速度g(m/s2)9.819.81水位高程(m)131.85132.85坝顶高程134134坝基高程(m)7676坝顶净高（m）5858迎水面深度H1(m)55.8556.85浪压力作用分项系数γQ41.21.2P1%/P2%1.0851.085淤沙容重γ(kg/m3)88淤沙内摩擦角φ(度)1515淤沙高度Hs(m)9595坝趾水位87.83588.564下游水深11.83512.564坝底宽度46.446.4坝顶宽度55排水口距坝踵的距离77混凝土容重（KN/m3）2424下游折点高程131.2131.2上游折点高程7676折点距坝顶距离2.82.8水容重γw(N/m3)9.819.81抗剪摩擦系数f（混凝土）0.640.64上游坡率00下游坡率0.750.75h2%0.6970.38h1%0.7560.412Lm3.8422.562hz0.4670.208计算参数正常高水位183009.811301347658541.21.0858159584.58.546.45724131.2762.89.810.6400.750.6970.7563.8420.467计算参数力臂弯矩标准值垂直荷载(kN)水平荷载(kN)(m)(kN·m)W10023.20W26960020.7144072W327423.3604.4120662.784PH1015299.78618.617-284836.116PH20-687.033.9452710.333PV10023.20PV20023.20PV3515.272020.241-10429.621PsH0850.2146.333-5384.405Psv0023.20PL011.52455.85-643.615扬浮托力U1-5387.103000压渗透U2-755.628019.7-14885.872力压力U3-2126.55203.067-6522.135U4-1133.441020.867-23651.51325495.90815474.494-78908.16∑WK∑PK∑MK力臂弯矩标准值垂直荷载(kN)水平荷载(kN)(m)(kN·m)W1W2W3PH1PH2PV1PV2PV3PsvPsHPL扬浮托力U1压渗透U2力压力U3U4∑WK∑PK∑MK力臂弯矩标准值垂直荷载(kN)水平荷载(kN)(m)(kN·m)W1荷载∑荷载∑荷载压力浪压力正常高水位情况下荷载计算作用标准值自水平水压力垂直水压力泥沙浪压力校核洪水位情况下荷载计算作用标准值自重水压力垂直水压力泥沙压力设计洪水位情况下荷载计算作用标准值自重水平W2W3PH1PH2PV1PV2PV3PsvPsHPL扬浮托力U1压渗透U2力压力U3U4∑WK∑PK∑MK∑泥沙压力浪压力水平水压力垂直水压力重PsH