-54-表2-21拱圈承受地震時的內(nèi)力系數(shù)表層數(shù)12345φA51.5o49o45o37o35.5oA10.0369341810.0280205730.0174058780.0057097020.00451023B11.2396376381.0504671090.7853981630.390862450.336173991A20.0418014120.0313151240.0190987140.0060729250.004773648B24.7127024744.1573144483.3640058742.0946585461.900170072A30.1188543760.1089072450.0935258510.065227240.060362165B30.1293273450.1175168630.0996836840.0680686250.062776658A40.00009580.0000587772.55707×10-53.7343×1062.504×10-6B40.361133770.3003691080.2188006640.0104524720.089353004A50.0393677970.0296678480.0182522960.0058913140.004641939B51.7303525571.449061161.0651526620.5153613910.441363617A60.1340430.1059981510.0707963270.027649940.02764994B61.3788489331.22831289510.605264020.542285248A70.8234674660.7201545980.5707963270.3302819510.2938092B70.8234674668.822268058.2831853077.0886979786.847484213A80.06702150.0529990750.0353981630.013824970.011333288B81.10115820.9742337470.7853981630.4677729850.4180472240.0001533510.0004140590.0009918850.0022887160.0094045850.8730172120.8613360840.810544310.6077365390.3388014820.0059493780.007685730.0127278080.0238594490.039093340.0035555610.0055437970.010813070.0025450480.037221050.9320159240.9161940950.8606393040.6506696280.3883058010.1627585140.147147880.1239839170.083794280.0775153690.0814558020.0737799240.0624808630.0429879170.042614608α21.751.51.2510.050.043750.03750.031250.025?A（弧度）0.8988445490.8552113190.785398150.6457718120.619591874水頭Y（m）017.7842.6767.5692.500.1922162160.4612972970.7303783781fy（查表插值）00.1198810810.0245189190.0060756760.009945946q0=KhCzfyρwH（kPa）0298.38461.02715.12324.755Ru（m）190.490181.82163.355139.8390.395表2-22縱向地震荷載計算表層數(shù)12345縱向地震慣性力拱冠H0（kN）1562.9661966.4431909.7281259.556409.056V0（kN）00000M0（kN·m）1986.3413081.7154645.2996385.4243653.030左拱端HAL（kN）2232.3462763.6432658.8691811.387767.426VAL（kN）221.436203.16441.894-310.863-371.477MAL（kN·m）3186.114978.069-4502.449-10981.97-6713.289右拱端HAR（kN）2232.3462763.6432658.8691811.387767.426VAR（kN）221.436203.16441.894-310.863-371.477MAR（kN·m）3186.114978.069-4502.449-10981.97-6713.289縱向地震激蕩力拱冠H0（kN）04970.55857.99137.5986.89V0（kN）0000.0M0（kN·m）05282.301669.8369.49644.64左拱端HAL（kN）05011.79883.51150.97111.00VAL（kN）018.213-2.260-3.535-7.095MAL（kN·m）0-196.055-228.424-165.882-165.882右拱端HAR（kN）0501.17988.35115.097111.00VAR（kN）018.213-02.260-3.535-7.095MAR（kN·m）0-196.055-228.424-165.882-122.098表2-23橫向地震荷載計算表層數(shù)12345橫向地震慣性力拱冠H0（kN）00000V0（kN）291.387335.941292.119173.66793.589M0（kN·m）00000左拱端HAL（kN）-1229.796-1534.467-1515.047-1173.398-663.364VAL（kN）-1077.984-1253.143-1101.928-666.764-358.215MAL（kN·m）-29884.832-33114.379-23386.172-9540.904-2922.004右拱端HAR（kN）1229.7961534.4671515.0471173.398663.364VAR（kN）-1077.984-1253.143-1101.928-666.764-358.215MAR（kN·m）29884.83233114.37923386.1729540.9042922.004橫向地震激蕩力拱冠H0（kN）00000V0（kN）040.0276.2299.099.54M0（kN·m）00000左拱端HAL（kN）022.3183.1590.3630.300VAL（kN）0-148.821-23.278-3.383-3.249MAL（kN·m）0-3919.738-489.420-46.879-23.200右拱端HAR（kN）0-22.318-3.159-0.363-0.300VAR（kN）0-148.821-23.278-3.383-3.249MAR（kN·m）03919.738489.42046.87923.200表2-24縱向地震內(nèi)力計算成果表層數(shù)12345拱冠H0（kN）1562.9662463.4981995.5261273.315417.745V0（kN）00000M0（kN·m）1986.3413609.9454812.2836392.3743717.494左拱端HAL（kN）2232.3463264.8222747.2201826.484778.526VAL（kN）221.436221.37739.634-314.398-378.572MAL（kN·m）3186.114782.014-4730.874-11147.857-6835.386右拱端HAR（kN）2232.3463264.8222747.2201826.484778.526VAR（kN）221.436221.37739.634-314.398-378.572MAR（kN·m）3186.114782.014-4730.874-11147.857-6835.386表2-25縱向地震應(yīng)力計算成果表（單位：MPa）層數(shù)12345拱冠上游0.3820.3400.2190.1430.049下游0.0090.0580.017-0.024-0.017左拱端上游0.5780.2940.063-0.061-0.031下游-0.0200.2330.2620.2310.091右拱端上游0.5780.2940.063-0.061-0.031下游-0.0200.2330.2620.2310.091表2-26橫向地震內(nèi)力計算成果表層數(shù)12345拱冠H0（kN）00000V0（kN）291.387375.968298.348174.57694.543M0（kN·m）00000左拱端HAL（kN）-1229.796-1512.148-1511.887-1173.035-663.064VAL（kN）-1077.984-1401.964-1125.206-670.147-361.464MAL（kN·m）-29884.832-37034.118-23875.591-9587.783-2945.204右拱端HAR（kN）1229.7961512.1481511.8871173.035663.064VAR（kN）-1077.984-1401.964-1125.206-670.147-361.464MAR（kN·m）29884.83237034.11823875.5919587.7832945.204表2-27橫向地震應(yīng)力計算成果表（單位：MPa）層數(shù)12345拱冠上游00000下游00000左拱端上游-2.955-1.572-0.591-0.180-0.052下游2.6481.3280.4120.0710.001右拱端上游2.9551.5720.5910.1800.052下游-2.648-1.328-0.412-0.071-0.001表2-28工況三(正常蓄水位＋溫降＋地震)縱向的應(yīng)力手算成果表(單位：MPa)層數(shù)拱冠左拱端右拱端上游下游上游下游上游下游13.8432.1132.1494.0022.1494.00223.4861.1980.7354.1450.7354.14533.1070.240-0.4954.043-0.4954.04342.180-0.705-1.2292.942-1.2292.94251.177-0.660-0.6711.414-0.6711.414表2-29工況三(正常蓄水位＋溫降＋地震)橫向的應(yīng)力手算成果表(單位：MPa)層數(shù)拱冠左拱端右拱端上游下游上游下游上游下游13.4622.104-1.3846.6694.5261.37323.1461.140-1.1315.2402.0132.58432.8880.223-1.1494.1930.0333.36942.037-0.681-1.3482.781-0.9872.64051.128-0.643-0.6921.324-0.5891.32399表2-30工況一（正常蓄水位＋溫降）的應(yīng)力電算成果表（單位：MPa）層數(shù)拱冠拱端拱冠梁上游下游上游下游上游下游12.7841.6181.1913.2810.000.0023.061.1830.6112.6230.4830.65333.1210.354-0.2422.1040.5441.53342.42-0.673-0.9651.2180.1612.60851.257-0.809-0.3780.591-0.6253.839表2-31工況二（設(shè)計洪水位＋溫升）的應(yīng)力電算成果表（單位：MPa）層數(shù)拱冠拱端拱冠梁上游下游上游下游上游下游13.1672.5022.2593.4510.000.0023.1291.9231.5552.8160.7880.36233.0721.1380.7212.330.9781.11342.4550.189-