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6150 下Ht 上HdVPZHHo 38.36.839.13.82.9972.70.84.95.358 Ho/HdP/Hdm/mdm cZ/Ho(Z+Ht)/Ho sQ1 1.4100.7111.030.5170.9840.1491.4180.824582.815 HsVPHHo 6.82.99707.68.058 Ho/bP/Hm cHs/Ho sQ2 1.00700.3850.8020.8440.97727.874 5000 下Ht 上HdVPZHHo 37.636.1338.33.82.7232.70.674.14.478 Ho/HdP/Hdm/mdm cZ/Ho(Z+Ht)/Ho sQ1 1.1790.7111.020.5120.9870.1501.5180.833519.224 HsVPHHo 6.132.72306.87.178 Ho/bP/Hm cHs/Ho sQ2 0.89700.3850.8240.8540.96622.002 # 下Ht 上HdVPZHHo 37.526.0238.13.82.5362.70.583.94.228 Ho/HdP/Hdm/mdm cZ/Ho(Z+Ht)/Ho sQ1 1.1130.7111.010.5070.9880.1371.5610.853276.362 HsVPHHo 6.022.53606.66.928 Ho/bP/Hm cHs/Ho sQ2 0.86600.3850.8300.8690.94581.801 4020 下Ht 上HdVPZHHo 37.45.937.93.82.32642.70.53.73.9761268 Ho/HdP/Hdm/mdm cZ/Ho(Z+Ht)/Ho sQ1 1.0463 0.71050.980.492 0.9883 0.1258 1.6096070.862935.2994 HsVPHHo 5.92.326406.46.6761268 Ho/bP/Hm cHs/Ho sQ2 0.834500.3850.8359 0.88370.89524.95256 3320 下Ht 上HdVPZHHo 375.537.53.82.04942.70.53.33.5142842 Ho/HdP/Hdm/mdm cZ/Ho(Z+Ht)/Ho sQ1 壅水坝 冲沙闸 壅水坝 壅水坝 冲沙闸 壅水坝 冲沙闸 壅水坝 冲沙闸 0.9248 0.71050.960.48190.9896 0.1423 1.7073180.872420.3694 HsVPHHo 5.52.0494066.2142842 Ho/bP/Hm cHs/Ho sQ2 0.776800.3850.8472 0.88510.88472.46733 2000 下Ht 上HdVPZHHo 364.536.43.81.51172.70.42.22.3165962 Ho/HdP/Hdm/mdm cZ/Ho(Z+Ht)/Ho sQ1 0.6096 0.71050.940.47190.9932 0.1727 2.1151720.91316.8293 HsVPHHo 4.51.511704.95.0165962 Ho/bP/Hm cHs/Ho sQ2 0.627100.3850.87670.8970.88354.5971 1000 下Ht 上HdVPZHHo 34.73.235.33.80.97472.70.61.11.1484673 Ho/HdP/Hdm/mdm cZ/Ho(Z+Ht)/Ho sQ1 0.3022 0.71050.830.41670.9966 0.5224 3.3087581452.52642 HsVPHHo 3.20.974703.83.8484673 Ho/bP/Hm cHs/Ho sQ2 0.481100.3850.9054 0.83150.98274.02764 流量 下Ht 上HdVPZHHo 3320375.5383.81.89172.713.83.9825853 Ho/HdP/HdM/MdM cZ/Ho (Z+Ht)/Ho sQ1(Q1-Q)/Q 1.0480.71050.980.49196 0.98830.2511 1.63210.943216.1093.129252 流量 下Ht 上HdVPZHHo 2000364.537.13.81.32282.71.12.92.9892689 Ho/HdP/HdM/MdM cZ/Ho (Z+Ht)/Ho sQ1(Q1-Q)/Q 0.7866 0.71050.960.48192 0.99120.3681.87340.962098.481 4.9240287 流量 下Ht 上HdVPZHHo 100034.73.2363.80.8232.71.31.81.8345614 Ho/HdP/Hd M cZ/Ho (Z+Ht)/Ho sQ1(Q1-Q)/Q 0.4828 0.71050.8750.43925 0.99460.7086 2.45290.996957.354.2649976 流量 下Ht 上 设计水头HdVPZHHo 40033.62.135.253.80.39512.71.651.051.0579629 冲沙闸 冲沙闸 冲沙闸 壅水坝 壅水坝 Ho/HdP/HdM/MdM cZ/Ho (Z+Ht)/Ho sQ1(Q1-Q)/Q 0.2784 0.71050.820.41164 0.99691.5596 3.54451395.38821.152942 流量 下Ht 上 设计水头HdVPZHHo 24433.211.71353.80.25822.71.790.80.8034014 Ho/HdP/HdM/MdM cZ/Ho (Z+Ht)/Ho sQ1(Q1-Q)/Q 0.2114 0.71050.79 0.39658 0.99762.2284.35651252.2651 3.3873466 QqHVEohcE(Eo-E)/EoFrhcc 4582.822.917.503.067.982.157.950.392.326.07 #17.606.802.597.141.707.170.342.545.31 #16.386.602.486.911.616.890.322.565.08 #14.686.402.296.671.456.680.132.694.83 #12.106.002.026.211.226.240.532.874.38 #6.584.901.344.990.724.990.113.443.16 452.532.263.80.603.820.273.850.915.151.84 #16.606.502.556.831.656.810.272.505.07 #10.005.501.825.671.055.680.162.973.91 #5.004.501.114.560.564.631.413.812.75 400.002.003.750.533.760.243.780.495.431.73 244.001.223.500.353.510.153.530.546.711.35 Q4582.8 # 3276.36 2935.30 2420.37 # 452.526433202000 hc2.151.701.611.451.220.720.271.651.05 hcc6.075.315.08274 4.82864.3771 3.16381.845.071058 3.9148165 h下6.806.136.025.905.504.503.205.504.50 h上7.606.806.606.406.004.903.806.505.50 hcc-hc 3.9161 3.6057 3.47274 3.37863.1571 2.44381.573.421058 2.8648165 q22.914 17.596 16.3818 14.67612.102 6.5841 2.26263216.610 E18.33111.7899.501457.33826.05092.63371.35757916.610 Qo(Qo-Q)/Q 6038.564 1.811973 Qo(Qo-Q)/Q 4763.228 4.735434 Qo(Qo-Q)/Q 4439.964 1.770718 Qo(Qo-Q)/Q 3985.205 0.865558 Qo(Qo-Q)/Q 3365.304 1.36458 Qo(Qo-Q)/Q 1000.582 0.05817 hcc-hc 3.92 3.61 3.47 3.3823.312217.48415 3.16 2.44 1.57 3.42 2.86 2.19 1.49 1000400244 0.560.240.15 2.751367 1.728178 1.350012 3.202.101.71 4.503.753.50 2.191367 1.488178 1.200012 521.22 6.53.32.1838 HdR1C1A1R2C2A2R3 3.83.81.90.6650.120080.761.04880.438140.152 MlXlYlXl/Hd 0.8148.811137.78839.1608 xyxyxy 000.56.306116.075 1.527.789240.9772.555.383 370.8383.587.2264 104.456 4.5 122.4595 141.1775.5 160.562 6 180.5756.5 201.1817 222.350 7.5 244.054 8 266.272 8.083270 C3A3 1.06970.4788 PHP/HMVHoHsHs/Ho s 1.520.75 0.369677 0.857143 2.0374841.8 0.8834420.89 e 2.9083150.974923 b 19.38155 q 80.53552 3.250662 Q校 下Ht 上BVHHo 452037.526.0237.582402.7536.086.467 Ho/bP/HdHs/Hom c sQ1 0.64700.9310.3850.9650.734740.157 Q校 下Ht 上BVHHo 452037.526.0237.72402.7006.26.572 Ho/bP/HdHs/Hom c sQ1 0.65700.9160.3850.9650.795252.329 ZHo/bP/HdHs/Hom c sQ1Q 0.060.6470 0.9309090.385 0.9652410.73 4740.157 4.870728 Q 4.871 Z 0.180.6570 0.9160110.385 0.9646760.79 5252.329 16.20197 Q 16.202 6150 壅水坝 下Ht 上HdVPZH 38.36.839.13.82.9970762.70.84.9 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho s 1.410076 0.7105261.030.517060.9841930.1493 1.41840.82 冲沙闸HsVPH 6.82.99707607.6 Ho/bP/HM cHs/Ho s 1.00728600.385 0.8019004 0.843850.97 5000 壅水坝 下Ht 上HdVPZH 37.636.1338.33.8 2.72331152.70.674.1 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho s 1.178523 0.710526 1.020.51204 0.9867888 0.14961 1.51840.83 冲沙闸HsVPH 6.13 2.723311506.8 Ho/bP/HM cHs/Ho s 0.89729900.385 0.8235313 0.853950.96 # 壅水坝 下Ht 上HdVPZH 37.526.0238.13.8 2.53647592.70.583.9 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho s 1.112698 0.7105261.010.50702 0.9875267 0.13717 1.56090.85 冲沙闸HsVPH 6.02 2.536475906.6 Ho/bP/HM cHs/Ho s 0.86603100.385 0.82968050.868910.94 4020 壅水坝 下Ht 上HdVPZH 37.45.937.93.8 2.32638892.70.53.7 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho s 1.046349 0.7105260.980.49196 0.9882704 0.12575 1.6096 0.86 冲沙闸HsVPH 5.9 2.326388906.4 Ho/bP/HM cHs/Ho s 0.83451600.385 0.8358785 0.883750.89 3320 壅水坝 下Ht 上HdVPZH 375.537.53.8 2.04938272.70.53.3 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho s 0.924812 0.7105260.960.48192 0.9896329 0.14228 1.70730.87 冲沙闸HsVPH 5.5 2.049382706 Ho/bP/HM cHs/Ho s 0.77678600.385 0.8472322 0.885060.88 2000 壅水坝 下Ht 上HdVPZH 364.536.43.8 1.51171582.70.42.2 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho s 0.609631 0.7105260.940.471880.993166 0.17267 2.11520.9 冲沙闸HsVPH 4.5 1.511715804.9 Ho/bP/HM cHs/Ho s 0.62707500.385 0.8766753 0.897020.84 1000 壅水坝 下Ht 上HdVPZH 34.73.235.33.8 0.97465892.70.61.1 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho s 0.302228 0.7105260.830.416660.996612 0.52244 3.30881 冲沙闸HsVPH 3.2 0.974658903.8 Ho/bP/HM cHs/Ho s 0.48105800.385 0.90539180.83150.98 流量 下Ht 上HdVPZH 3320375.5383.8 1.89173792.713.8 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho sQ1 1.048 0.7105260.98 0.49196 0.988251 0.2510932 1.632110.943216.11 流量 下Ht 上HdVPZH 2000364.537.13.8 1.32275132.71.12.9 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho sQ1 0.7866 0.7105260.96 0.48192 0.9911820.367983 1.873370.962098.48 流量 下Ht 上HdVPZH 100034.73.2363.8 0.82304532.71.31.8 Ho/HdP/Hd M cZ/Ho(Z+Ht)/Ho sQ1 0.4828 0.7105260.875 0.43925 0.994588 0.70861622.45290.996957.35 流量 下Ht 上设计水头Hd VPZH 40033.62.135.253.8 0.39506172.71.651.05 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho sQ1 0.2784 0.7105260.82 0.41164 0.996879 1.5596009 3.544551395.388 流量 下Ht 上设计水头Hd VPZH 24433.211.71353.8 0.25820112.71.790.8 Ho/HdP/HdM/MdM cZ/Ho(Z+Ht)/Ho sQ1 0.21140.7105260.79 0.396580.99763 2.2280269 4.356481252.265 QqHVEohcE(Eo-E)/EoFr #22.917.503.067.982.157.950.392.32 #17.606.802.597.141.707.170.342.54 #16.386.602.486.911.616.890.322.56 #14.686.402.296.671.456.680.132.69 #12.106.002.026.211.226.240.532.87 #6.584.901.344.990.724.990.113.44 #2.263.80.603.820.273.850.915.15 332016.606.502.556.831.656.810.272.50 200010.005.501.825.671.055.680.162.97 10005.004.501.114.560.564.631.413.81 4002.003.750.533.760.243.780.495.43 2441.223.500.353.510.153.530.546.71 Qhchcch下h上hcc-hcqE 4582.812.156.076.807.603.9222.9118.33 3519.221.705.316.136.803.6117.6011.79 3276.361.615.086.026.603.4716.389.50 2935.301.454.835.906.403.3814.687.34 2420.371.224.385.506.003.1612.106.05 1316.830.723.164.504.902.446.582.63 452.530.271.843.203.801.572.261.36 33201.655.075.506.503.4216.6016.60 20001.053.914.505.502.8610.0010.00 10000.562.753.204.502.195.006.50 4000.241.732.103.751.492.003.30 2440.151.351.713.501.201.222.18 3.473.383.162.441.573.42 22.9117.6016.3814.6812.106.582.2616.60 18.3311.799.507.346.052.631.3616.60 M Ho 5.35829 Q1 4582.81 Qo(Qo-Q)/Q 6038.61.812 Ho 8.05829 Q2 727.874 Ho 4.47839 Q1 3519.22 Qo(Qo-Q)/Q 4763.2 4.7354 Ho 7.17839 Q2 622.002 Ho 4.22825 Q1 3276.36 Qo(Qo-Q)/Q 4440 1.7707 Ho 6.92825 Q2 581.801 Ho 3.97613 Q1 2935.3 Qo(Qo-Q)/Q 3985.2 0.8656 Ho 6.67613 Q2 524.953 Ho 3.51428 Q1 2420.37 Qo(Qo-Q)/Q 3365.3 1.3646 Ho 6.21428 Q2 472.467 Ho 2.3166 Q1 1316.83 Qo(Qo-Q)/Q 1993.8 0.3106 Ho 5.0166 Q2 338.479 Ho 1.14847 Q1 452.526 Qo(Qo-Q)/Q 1000.6 0.0582 Ho 3.84847 Q2 274.028 Ho 3.98259 (Q1-Q)/Q 3.12925 Ho 2.98927 (Q1-Q)/Q 4.92403 Ho 1.83456 (Q1-Q)/Q 4.265 Ho 1.05796 (Q1-Q)/Q 1.15294 Ho 0.8034 (Q1-Q)/Q 3.38735 hcchcc-hc 6.073.92 5.313.61 5.083.47 4.833.3823.31217.48 4.383.16 3.162.44 1.841.57 5.073.42 3.912.86 2.752.19 1.731.49 1.351.20 2.862.191.491.20 10.005.002.001.22 10.006.503.302.18 HdR1C1A1R2C2A2R3 3.83.81.90.6650.120080.761.04880.438140.152 MlXlYlXl/Hd 0.8148.811137.78839.1608 xyxyxy 000.56.306116.075 1.527.789240.9772.555.383 370.8383.587.2264 104.456 4.5 122.4595 141.1775.5 160.562 6 180.5756.5 201.1817 222.350 7.5 244.054 8 266.272 8.083270 C3A3 1.06970.4788 PHP/HMVHoHsHs/Ho s 1.520.75 0.369677 0.857143 2.0374841.8 0.8834420.89 e 2.9083150.974923 b 19.38155 q 80.53552 3.250662 Q校 下Ht 上BVHHo 452037.526.0237.582402.7536.086.467 Ho/bP/HdHs/Hom c sQ1 0.64700.9310.3850.9650.73 4740.157 Q校 下Ht 上BVHHo 452037.526.0237.72402.7006.26.572 Ho/bP/HdHs/Hom c sQ1 0.65700.9160.3850.9650.79 5252.329 ZHo/bP/HdHs/Hom c sQ1Q 0.060.6470 0.9309090.385 0.9652410.73 4740.157 4.870728 Q 4.871 Z 0.180.6570 0.9160110.385 0.9646760.79 5252.329 16.20197 Q 16.202 P1P2PeP3 PGW 校核水位 202.566137.64124.70874310.08254.8341218.66 236.1702 606.5024 设计水位 正常水位41.552137.592 24.7087491.0224112.8301218.66102.9 123.5094 PfPu Gk 1312.09644.4626 704.7745 12.65479 652.4938 129.4482 663.1274 6.002383 面积（m2）力（KN） 面积（m2）力（KN） 面积（m2）力（KN） 面积（m2） 壅水坝自重48.7461218.660 上游水压力20.670202.566 14.045137.641 下游水压力17.596 14.045 上游水重24.099236.170 下游水重61.888606.502 浮力133.8871312.096 渗透压力4.53744.463 泥沙压力24.710 2061.3331356.558 M5510.288 G704.774 偏心距0.181Pmax47.046Pmin 面积（m2）力（KN） 面积（m2）力（KN） 面积（m2）力（KN） 面积（m2） 壅水坝自重1218.660 上游水压力202.566 137.641 下游水压力 上游水重236.170 下游水重606.502 浮力1312.096 渗透压力52.332 泥沙压力24.710 2061.3331364.428 M G696.905 偏心距-0.097Pmax81.033Pmin 校核洪水对计算截面1 L=16m 校核洪水对计算截面2 L=9.15m 力的名称 竖直力水平力 力的名称 竖直力水平力 完建期对计算截面1 L=16m 力的名称 竖直力水平力 面积（m2）力（KN） 面积（m2）力（KN） 面积（m2）力（KN） 面积（m2） 壅水坝自重1218.660 M G1218.660 偏心距0.440Pmax88.734Pmin 力（KN）顺时针逆时针 7.5609213.070 2.650536.800 1.770243.625 172.4412.650456.968 137.6411.770243.625 1.860439.277 10.8206562.356 8.08010601.732 6.050268.999 3.50086.485 17081.61211571.323 41.0511.146 力（KN）顺时针逆时针 4.5605557.090 0.05010.128 0.830114.242 172.4410.0508.622 137.6410.830114.242 1.140269.234 7.8604767.109 5.0806665.445 3.000156.996 0.90022.239 10470.8087214.539 3256.268 71.2961.137 力臂（m）力矩(KN m) 力矩(KN m) 力臂（m） 力矩(KN m)力臂（m） 力（KN）顺时针逆时针 7.5609213.070 9213.070 63.5991.395 面积（m2）力（KN）面积（m2）力（KN） 面积（m2）力（KN） 壅水坝自重48.7461218.66 上游水压力 4.2441.552 14.04137.592 下游水压力 上游水重10.5102.9 下游水重12.603123.5094 浮托力66.581652.4938 渗透压力13.209129.4482 泥沙压力24.7124.71 1445.0694781.942 M5208.883 G663.127 偏心距0.145Pmax43.699 正常挡水对计算截面2 L=9.15m H=1.79m 面积（m2）力（KN）面积（m2）力（KN） 面积（m2）力（KN） 壅水坝自重48.7461218.66 上游水压力41.552 137.592 下游水压力 上游水重10.5102.9 下游水重12.603123.509 浮托力66.581652.494 渗透压力13.209129.448 泥沙压力24.71 1445.069781.942 M3002.496 G663.127 偏心距0.047Pmax74.717 正常挡水对计算截面1 L=16m H=1.79m 竖直力水平力 竖直力水平力 力的名称 力的名称 面积（m2）力（KN）顺时针逆时针 7.569213.070 2.65110.113 1.77243.538 9.28891.02241.5136.534 1.5154.350 13.271638.970 8.1985349.144 5.809751.965 3.586.485 11446.5256237.642 Pmin39.1921.115 面积（m2）力（KN）顺时针逆时针 4.565557.090 0.052.078 0.83114.201 9.87396.75541.16112.236 1.5154.350 10.271268.442 5.1983391.663 2.809363.620 3.586.485 7026.3304023.834 Pmin70.2291.064 水平力 水平力 力臂（m） 力臂（m）力矩(KN m) 力矩(KN m) 设计洪水对计算截面1 L=16m H=1.79m 力的名称竖直力水平力 面积（m2） 力（KN） 面积（m2） 力（KN） 面积（m2） 力（KN） 面积（m2） 壅水坝自重48.7461218.66 上游水压力 4.2441.552 14.04137.592 下游水压力9.288 上游水重10.5102.9 下游水重12.603 123.5094 浮托力66.581 652.4938 渗透压力13.209 129.4482 泥沙压力24.7124.71 1445.069781.942 M5208.883 G663.1274 偏心距0.144975Pmax43.69866Pmin 设计洪水对计算截面2 L=9.15m H=1.79m 力的名称竖直力水平力 面积（m2） 力（KN） 面积（m2） 力（KN） 面积（m2） 力（KN） 面积（m2） 壅水坝自重48.7461218.66 上游水压力41.552 137.592 下游水压力9.873 上游水重10.5102.9 下游水重12.603 123.5094 浮托力66.581 652.4938 渗透压力13.209 129.4482 泥沙压力24.71 1445.069781.942 M3002.496 G663.1274 偏心距0.047219Pmax74.71692Pmin 力臂（m）力矩(KNm) 力（KN）顺时针逆时针 7.569213.07 2.65 110.1128 1.77 243.5378 91.02241.5136.5336 1.5154.35 13.271638.97 8.1985349.144 5.809751.9646 3.586.485 11446.52 6237.642 39.192261.114982 力臂（m）力矩(KNm) 力（KN）顺时针逆时针 4.565557.09 0.052.0776 0.83114.2014 96.75541.16 112.2363 1.5154.35 10.27 1268.442 5.1983391.663 2.809363.62 3.586.485 7026.33 4023.834 70.228961.063905 校核洪水 H=0.58 分段编号 ABCDEFG i0.7190.5560.1580.5860.1581.4560.455 hi0.1020.0790.0220.0830.0220.2070.065 0.0880.0930.0220.0840.0220.2330.039 0.5800.4920.3990.3770.2930.2710.038 正常挡水 H=1.79 分段编号 ABCDEFG i0.7190.5560.1580.5860.1581.4560.455 hi0.3150.2430.0690.2570.0690.6380.199 0.2710.2870.0690.2560.0690.7180.121 1.7901.5191.2321.1630.9070.8380.120 设计洪水 H=0.5 分段编号 ABCDEFG i0.7190.5560.1580.5860.1581.4560.455 hi0.0880.0680.0190.0720.0190.1780.056 0.0760.0820.0220.0840.0220.2040.034 0.5000.4240.3420.3200.2360.2140.010 4.087 0.001 4.087 -0.002 4.087 -0.024 P1P2PeP3 PGW校核水位 202.566137.64124.70874310.08254.8341218.66 236.1702 606.5024设计水位正常水位41.552137.592 24.7087491.0224112.8301218.66102.9 123.5094PfPu Gk1312.09644.4626 704.7745 12.65479652.4938 129.4482 663.1274 6.002383力（KN） 力（KN） 力（KN） 力（KN）顺时针壅水坝自重 1218.6607.5609213.070上游水压力202.5662.650536.800137.6411.770243.625下游水压力172.4412.650137.6411.770上游水重236.1701.860439.277下游水重606.50210.8206562.356浮力1312.0968.080渗透压力44.463 6.050泥沙压力24.7103.50086.4852061.3331356.55817081.612 M5510.288 G704.774 偏心距0.181Pmax47.046Pmin41.051力（KN） 力（KN） 力（KN） 力（KN）顺时针壅水坝自重 1218.6604.5605557.090上游水压力202.5660.05010.128137.6410.830下游水压力172.4410.050137.6410.830114.242上游水重236.1701.140下游水重606.5027.8604767.109浮力1312.0965.080渗透压力52.3323.000泥沙压力24.7100.90022.2392061.3331364.42810470.808 M3256.268 G696.905 偏心距-0.097Pmax81.033Pmin71.296竖直力水平力力（KN） 力（KN） 力（KN） 力（KN）顺时针力臂（m）力矩(KN m)完建期对计算截面1 L=16m力矩(KN m)力臂（m）力的名称校核洪水对计算截面1 L=16m力臂（m）力的名称校核洪水对计算截面2 L=9.15m力的名称竖直力水平力力矩(KN m)竖直力水平力壅水坝自重 1218.6607.5609213.070M9213.070G1218.660偏心距0.440Pmax88.734Pmin63.599 逆时针456.968243.62510601.732268.99911571.3231.146逆时针114.2428.622269.2346665.445156.9967214.5391.137逆时针力矩(KN m)力矩(KN m)力矩(KN m)1.395力（KN）力（KN）力（KN） 力（KN）顺时针逆时针壅水坝自重1218.667.569213.070上游水压力41.5522.65110.113137.5921.77243.538下游水压力91.02241.5136.534上游水重102.91.5154.350下游水重123.509413.271638.970浮托力652.49388.1985349.144渗透压力129.44825.809751.965泥沙压力24.713.586.4851445.0694781.94211446.5256237.642 M5208.883 G663.127 偏心距0.145Pmax43.699Pmin39.1921.115 力（KN）力（KN）力（KN） 力（KN）顺时针逆时针壅水坝自重1218.664.56