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1548 水闸 设计

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1548-水闸的设计,1548,水闸,设计

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6150壅水坝 下Ht上HdVPZHHo38.36.839.13.82.9972.70.84.95.358Ho/HdP/Hdm/mdmcZ/Ho(Z+Ht)/HosQ11.4100.7111.030.5170.9840.1491.4180.824582.815冲沙闸HsVPHHo6.82.99707.68.058Ho/bP/HmcHs/HosQ21.00700.3850.8020.8440.97727.874 5000壅水坝 下Ht上HdVPZHHo37.636.1338.33.82.7232.70.674.14.478Ho/HdP/Hdm/mdmcZ/Ho(Z+Ht)/HosQ11.1790.7111.020.51204 0.9870.1501.5180.833519.224冲沙闸HsVPHHo6.132.72306.87.178Ho/bP/HmcHs/HosQ20.89700.3850.8240.853950.96622.0024520.00壅水坝 下Ht上HdVPZHHo37.526.0238.13.82.5362.70.583.94.228Ho/HdP/Hdm/mdmcZ/Ho(Z+Ht)/HosQ11.1130.7111.010.50702 0.9880.1371.5610.853276.362冲沙闸HsVPHHo6.022.53606.66.928Ho/bP/HmcHs/HosQ20.86600.3850.8300.8690.94581.8014020壅水坝 下Ht上HdVPZHHo37.45.937.93.82.326392.70.53.73.9761268Ho/HdP/Hdm/mdmcZ/Ho(Z+Ht)/HosQ11.0463 0.710530.980.49196 0.98827 0.12575 1.6096070.862935.29945冲沙闸HsVPHHo5.92.3263906.46.6761268Ho/bP/HmcHs/HosQ20.834500.3850.83588 0.883750.89524.9525613320壅水坝 下Ht上HdVPZHHo375.537.53.82.049382.70.53.33.51428416Ho/HdP/Hdm/mdmcZ/Ho(Z+Ht)/HosQ10.9248 0.710530.960.48192 0.98963 0.14228 1.7073180.872420.3694冲沙闸HsVPHHo5.52.04938066.21428416Ho/bP/HmcHs/HosQ20.776800.3850.84723 0.885060.88472.4673322000壅水坝 下Ht上HdVPZHHo364.536.43.81.511722.70.42.22.31659616Ho/HdP/Hdm/mdmcZ/Ho(Z+Ht)/HosQ10.6096 0.710530.940.47188 0.99317 0.17267 2.1151720.91316.82927冲沙闸HsVPHHo4.51.5117204.95.01659616Ho/bP/HmcHs/HosQ20.627100.3850.87668 0.897020.88354.5971031000 壅水坝 下Ht上HdVPZHHo34.73.235.33.80.974662.70.61.11.14846734Ho/HdP/Hdm/mdmcZ/Ho(Z+Ht)/HosQ10.3022 0.710530.830.41666 0.99661 0.52244 3.3087581452.526418冲沙闸HsVPHHo3.20.9746603.83.84846734Ho/bP/HmcHs/HosQ20.481100.3850.90539 0.83150.98274.027639流量 下Ht上HdVPZHHo3320375.5383.81.891742.713.83.98258532Ho/HdP/HdM/MdMcZ/Ho (Z+Ht)/HosQ1(Q1-Q)/Q1.0480.71050.980.49196 0.98825 0.25109 1.632110.943216.109 3.12925198流量 下Ht上HdVPZHHo2000364.537.13.81.322752.71.12.92.98926893Ho/HdP/HdM/MdMcZ/Ho (Z+Ht)/HosQ1(Q1-Q)/Q0.7866 0.71050.960.48192 0.99118 0.36798 1.873370.962098.481 4.92402873流量 下Ht上HdVPZHHo100034.73.2363.80.823052.71.31.81.8345614Ho/HdP/Hd McZ/Ho (Z+Ht)/HosQ1(Q1-Q)/Q0.4828 0.71050.8750.43925 0.99459 0.70862 2.45290.996957.354.26499756流量 下Ht上 设计水头HdVPZHHo40033.62.135.253.80.395062.71.651.051.05796295Ho/HdP/HdM/MdMcZ/Ho (Z+Ht)/HosQ1(Q1-Q)/Q0.2784 0.71050.820.41164 0.99688 1.5596 3.544551395.3882 1.15294203流量 下Ht上 设计水头HdVPZHHo24433.211.71353.80.25822.71.790.80.80340142Ho/HdP/HdM/MdMcZ/Ho (Z+Ht)/HosQ1(Q1-Q)/Q0.2114 0.71050.790.39658 0.99763 2.22803 4.356481252.2651 3.38734664QqHVEohcE(Eo-E)/EoFrhcc4582.822.917.503.067.982.157.950.392.326.073519.22 17.606.802.597.141.707.170.342.545.313276.36 16.386.602.486.911.616.890.322.565.082935.30 14.686.402.296.671.456.680.132.694.832420.37 12.106.002.026.211.226.240.532.874.381316.836.584.901.344.990.724.990.113.443.16452.532.263.80.603.820.273.850.915.151.843320.00 16.606.502.556.831.656.810.272.505.072000.00 10.005.501.825.671.055.680.162.973.911000.005.004.501.114.560.564.631.413.812.75400.002.003.750.533.760.243.780.495.431.73244.001.223.500.353.510.153.530.546.711.35Q4582.8 3519.22 3276.36 2935.30 2420.37 1316.83 452.526433202000hc2.151.701.611.451.220.720.271.651.05hcc6.075.315.08274 4.82858 4.37709 3.163821.845.071058 3.91481655h下6.806.136.025.905.504.503.205.504.50h上7.606.806.606.406.004.903.806.505.50hcc-hc 3.9161 3.60566 3.47274 3.37858 3.15709 2.443821.573.421058 2.86481655q22.914 17.5961 16.3818 14.6765 12.1018 6.58415 2.26263216.610E18.331 11.7894 9.50145 7.33825 6.05092 2.63366 1.35757916.610Qo(Qo-Q)/Q6038.564 1.811973Qo(Qo-Q)/Q4763.228 4.735434Qo(Qo-Q)/Q4439.964 1.770718Qo(Qo-Q)/Q3985.205 0.865558 Qo(Qo-Q)/Q3365.304 1.36458Qo(Qo-Q)/Q1000.582 0.05817hcc-hc3.923.613.473.3823.312217.484153.162.441.573.422.862.191.4910004002440.560.240.152.751367 1.728178 1.3500123.202.101.714.503.753.502.191367 1.488178 1.200012521.226.53.32.1838HdR1C1A1R2C2A2R3C33 3. .8 81.90.6650.120080.761.04880.438140.1521.0697MlXlYlXl/Hd0.8 148.81103137.78839.1608xyxyxy000.56.306116.0751.527.789240.9772.555.383370.8383.587.2264 104.4564.5 122.4595 141.1775.5 160.5626 180.5756.5 201.1817 222.3507.5 244.0548 266.2728.083270A30.4788PHP/HMVHoHsHs/Hos1.520.75 0.369677 0.857143 2.0374841.8 0.8834420.89e2.9083150.974923b19.38155q80.53552 3.250662Q校 下Ht上BVHHoZ452037.526.0237.582402.7536.086.4670.06Ho/bP/HdHs/HomcsQ1Q0.64700.9310.3850.9650.734740.1574.871Q校 下Ht上BVHHoZ452037.526.0237.72402.7006.26.5720.18Ho/bP/HdHs/HomcsQ1Q0.65700.9160.3850.9650.795252.32916.202 Ho/bP/HdHs/HomcsQ1Q0.6470 0.9309090.385 0.9652410.73 4740.157 4.8707280.6570 0.9160110.385 0.9646760.79 5252.329 16.201976150壅水坝 下Ht上HdVPZHHo38.36.839.13.82.9970762.70.84.9 5.35829Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ11.4100761 0.7105261.030.517060.9841930.149301 1.418360.82 4582.81冲沙闸HsVPHHo6.82.99707607.6 8.05829Ho/bP/HMcHs/HosQ21.007286100.385 0.80190040.8438520.97 727.8745000壅水坝 下Ht上HdVPZHHo37.636.1338.33.8 2.72331152.70.674.1 4.47839Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ11.1785234 0.7105261.020.51204 0.98678880.149607 1.51840.83 3519.22冲沙闸HsVPHHo6.13 2.723311506.8 7.17839Ho/bP/HMcHs/HosQ20.897298600.385 0.82353130.8539520.96 622.0024520.00壅水坝 下Ht上HdVPZHHo37.526.0238.13.8 2.53647592.70.583.9 4.22825Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ11.1126975 0.7105261.010.50702 0.98752670.137173 1.560930.85 3276.36冲沙闸HsVPHHo6.02 2.536475906.6 6.92825Ho/bP/HMcHs/HosQ20.866031300.385 0.8296805 0.8689060.94 581.8014020壅水坝 下Ht上HdVPZHHo37.45.937.93.8 2.32638892.70.53.73.97613Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ11.0463492 0.7105260.980.49196 0.98827040.125751 1.609610.862935.3冲沙闸HsVPHHo5.9 2.326388906.4 6.67613Ho/bP/HMcHs/HosQ20.834515800.385 0.83587850.8837460.89 524.9533320壅水坝 下Ht上HdVPZHHo375.537.53.8 2.04938272.70.53.3 3.51428Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ10.9248116 0.7105260.960.48192 0.98963290.142276 1.707320.87 2420.37冲沙闸HsVPHHo5.5 2.049382706 6.21428Ho/bP/HMcHs/HosQ20.776785500.385 0.84723220.8850580.88 472.4672000壅水坝 下Ht上HdVPZHHo364.536.43.8 1.51171582.70.42.22.3166Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ10.6096306 0.7105260.940.471880.9931660.172667 2.115170.9 1316.83冲沙闸HsVPHHo4.5 1.511715804.95.0166Ho/bP/HMcHs/HosQ20.627074500.385 0.87667530.8970230.84 338.4791000壅水坝 下Ht上HdVPZHHo34.73.235.33.8 0.97465892.70.61.1 1.14847Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ10.3022282 0.7105260.830.416660.9966120.522435 3.308761 452.526冲沙闸HsVPHHo3.2 0.974658903.8 3.84847Ho/bP/HMcHs/HosQ20.481058400.385 0.90539180.83150.98 274.028流量 下Ht上HdVPZHHo3320375.5383.8 1.89173792.713.8 3.98259Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ1(Q1-Q)/Q1.0480.71052630.98 0.49196 0.988251 0.25109321.6321060.94 3216.109 3.12925流量 下Ht上HdVPZHHo2000364.537.13.8 1.32275132.71.12.9 2.98927Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ1(Q1-Q)/Q0.78660.71052630.96 0.48192 0.9911820.3679831.8733680.96 2098.481 4.92403流量 下Ht上HdVPZHHo100034.73.2363.8 0.82304532.71.31.8 1.83456Ho/HdP/Hd McZ/Ho(Z+Ht)/Ho sQ1(Q1-Q)/Q0.48280.71052630.875 0.43925 0.994588 0.70861622.4529020.996957.354.265流量 下Ht上设计水头Hd VPZHHo40033.62.135.253.8 0.39506172.71.651.05 1.05796Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ1(Q1-Q)/Q0.27840.71052630.82 0.41164 0.996879 1.55960093.5445481 395.3882 1.15294流量 下Ht上设计水头Hd VPZHHo24433.211.71353.8 0.25820112.71.790.80.8034Ho/HdP/HdM/MdMcZ/Ho(Z+Ht)/Ho sQ1(Q1-Q)/Q0.2114 0.71052630.79 0.396580.99763 2.22802694.3564771 252.2651 3.38735QqHVEohcE(Eo-E)/EoFrhcc4582.8122.917.503.067.982.157.950.392.326.073519.2217.606.802.597.141.707.170.342.545.313276.3616.386.602.486.911.616.890.322.565.082935.3014.686.402.296.671.456.680.132.694.832420.3712.106.002.026.211.226.240.532.874.381316.836.584.901.344.990.724.990.113.443.16452.532.263.80.603.820.273.850.915.151.84332016.606.502.556.831.656.810.272.505.07200010.005.501.825.671.055.680.162.973.9110005.004.501.114.560.564.631.413.812.754002.003.750.533.760.243.780.495.431.732441.223.500.353.510.153.530.546.711.35 Qhchcch下h上hcc-hcqE4582.812.156.076.807.603.9222.9118.333519.221.705.316.136.803.6117.6011.793276.361.615.086.026.603.4716.389.502935.301.454.835.906.403.3814.687.342420.371.224.385.506.003.1612.106.051316.830.723.164.504.902.446.582.63452.530.271.843.203.801.572.261.3633201.655.075.506.503.4216.6016.6020001.053.914.505.502.8610.0010.0010000.562.753.204.502.195.006.504000.241.732.103.751.492.003.302440.151.351.713.501.201.222.183.473.383.162.441.573.422.8622.9117.6016.3814.6812.106.582.2616.6010.0018.3311.799.507.346.052.631.3616.6010.00M Qo(Qo-Q)/Q6038.56 1.81197Qo(Qo-Q)/Q4763.234.73543Qo(Qo-Q)/Q4439.961.77072Qo(Qo-Q)/Q3985.20.86556 Qo(Qo-Q)/Q3365.31.36458Qo(Qo-Q)/Q1993.790.31063Qo(Qo-Q)/Q1000.580.05817(Q1-Q)/Qhcc-hc3.923.613.473.3823.312217.483.162.441.573.422.862.191.491.20 (Q1-Q)/Q(Q1-Q)/Q(Q1-Q)/Q(Q1-Q)/Q2.191.491.205.002.001.226.503.302.18HdR1C1A1R2C2A2R3C33 3. .8 81.90.6650.120080.761.04880.438140.1521.0697MlXlYlXl/Hd0.8 148.81103137.78839.1608xyxyxy000.56.306116.0751.527.789240.9772.555.383370.8383.587.2264 104.4564.5 122.4595 141.1775.5 160.5626 180.5756.5 201.1817 222.3507.5 244.0548 266.2728.083270A30.4788PHP/HMVHoHsHs/Hos1.520.75 0.369677 0.857143 2.0374841.8 0.8834420.89e2.9083150.974923b19.38155q80.53552 3.250662Q校 下Ht上BVHHoZ452037.526.0237.582402.7536.086.4670.06Ho/bP/HdHs/HomcsQ1Q0.64700.9310.3850.9650.73 4740.1574.871Q校 下Ht上BVHHoZ452037.526.0237.72402.7006.26.5720.18Ho/bP/HdHs/HomcsQ1Q0.65700.9160.3850.9650.79 5252.32916.202 Ho/bP/HdHs/HomcsQ1Q0.6470 0.9309090.385 0.9652410.73 4740.157 4.8707280.6570 0.9160110.385 0.9646760.79 5252.329 16.20197P1P2PeP3PGW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 24.7087491.0224112.8301218.66102.9 123.5094PfPuGk1312.09644.4626 704.7745 12.65479652.4938 129.4482 663.1274 6.002383校核洪水对计算截面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48.7461218.660上游水压力20.670202.56614.045137.641下游水压力17.59614.045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24.7102061.3331356.558M5510.288G704.774 偏心距0.181Pmax47.046Pmin校核洪水对计算截面2 L=9.15m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上游水压力202.566137.641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24.7102061.3331364.428MG696.905 偏心距-0.097Pmax81.033Pmin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1218.660MG1218.660偏心距0.440Pmax88.734Pmin 力臂（m）力矩(KNm)力（KN）顺时针逆时针7.5609213.0702.650536.8001.770243.625172.4412.650456.968137.6411.770243.6251.860439.27710.8206562.3568.08010601.7326.050268.9993.50086.48517081.61211571.32341.0511.146力臂（m）力矩(KNm)力（KN）顺时针逆时针4.5605557.0900.05010.1280.830114.242172.4410.0508.622137.6410.830114.2421.140269.2347.8604767.1095.0806665.4453.000156.9960.90022.23910470.8087214.5393256.26871.2961.137力臂（m）力矩(KNm)力（KN）顺时针逆时针水平力水平力水平力7.5609213.0709213.07063.5991.395正常挡水对计算截面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 4.2441.55214.04137.592下游水压力9.288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24.7124.711445.0694781.942M5208.883G663.127 偏心距0.145Pmax43.699Pmin 正常挡水对计算截面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41.552137.592下游水压力9.873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24.711445.069781.942M3002.496G663.127 偏心距0.047Pmax74.717Pmin力臂（m）力矩(KNm)力（KN）顺时针逆时针7.569213.0702.65110.1131.77243.53891.02241.5136.5341.5154.35013.271638.9708.1985349.1445.809751.9653.586.48511446.5256237.64239.1921.115力臂（m）力矩(KNm)力（KN）顺时针逆时针4.565557.0900.052.0780.83114.20196.75541.16112.2361.5154.35010.271268.4425.1983391.6632.809363.6203.586.4857026.3304023.83470.2291.064水平力水平力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） 力（KN）壅水坝自重48.7461218.66上游水压力 4.2441.55214.04137.592下游水压力9.28891.0224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24.7124.711445.069781.942M5208.883G663.1274 偏心距0.144975Pmax43.69866Pmin39.19226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） 力（KN）壅水坝自重48.7461218.66上游水压力41.552137.592下游水压力9.87396.7554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24.711445.069781.942M3002.496G663.1274 偏心距0.047219Pmax74.71692Pmin70.22896力臂（m）力矩(KNm)顺时针逆时针7.569213.072.65 110.11281.77 243.53781.5136.53361.5154.3513.271638.978.1985349.1445.809751.96463.586.48511446.52 6237.6421.114982力臂（m）力矩(KNm)顺时针逆时针4.565557.090.052.07760.83114.20141.16 112.23631.5154.3510.27 1268.4425.1983391.6632.809363.623.586.4857026.33 4023.8341.063905校核洪水 H=0.58分段编号 ABCDEFGi0.7190.5560.1580.5860.1581.4560.4554.087hi0.1020.0790.0220.0830.0220.2070.0650.0880.0930.0220.0840.0220.2330.0390.5800.4920.3990.3770.2930.2710.0380.001 正常挡水 H=1.79分段编号 ABCDEFGi0.7190.5560.1580.5860.1581.4560.4554.087hi0.3150.2430.0690.2570.0690.6380.1990.2710.2870.0690.2560.0690.7180.1211.7901.5191.2321.1630.9070.8380.120-0.002设计洪水 H=0.5分段编号 ABCDEFGi0.7190.5560.1580.5860.1581.4560.4554.087hi0.0880.0680.0190.0720.0190.1780.0560.0760.0820.0220.0840.0220.2040.0340.5000.4240.3420.3200.2360.2140.010-0.024P1P2PeP3PGW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 24.7087491.0224112.8301218.66102.9 123.5094PfPuGk1312.09644.4626 704.7745 12.65479652.4938 129.4482 663.1274 6.002383校核洪水对计算截面1 L=16m力的名称竖直力水平力力臂（m）力矩(KNm)力（KN） 力（KN） 力（KN） 力（KN）顺时针逆时针壅水坝自重 1218.6607.5609213.070上游水压力202.5662.650536.800137.6411.770243.625下游水压力172.4412.650456.968137.6411.770243.625上游水重236.1701.860439.277下游水重606.50210.8206562.356浮力1312.0968.08010601.732渗透压力44.463 6.050268.999泥沙压力24.7103.50086.4852061.3331356.55817081.61211571.323M5510.288G704.774 偏心距0.181Pmax47.046Pmin41.0511.146校核洪水对计算截面2 L=9.15m力的名称竖直力水平力力臂（m）力矩(KNm)力（KN） 力（KN） 力（KN） 力（KN）顺时针逆时针壅水坝自重 1218.6604.5605557.090上游水压力202.5660.05010.128137.6410.830114.242下游水压力172.4410.0508.622137.6410.830114.242上游水重236.1701.140269.234下游水重606.5027.8604767.109浮力1312.0965.0806665.445渗透压力52.3323.000156.996泥沙压力24.7100.90022.2392061.3331364.42810470.8087214.539M3256.268G696.905 偏心距-0.097Pmax81.033Pmin71.2961.137完建期对计算截面1 L=16m力的名称竖直力水平力力臂（m）力矩(KNm)力（KN） 力（KN） 力（KN） 力（KN）顺时针逆时针壅水坝自重 1218.6607.5609213.070M9213.070G1218.660偏心距0.440Pmax88.734Pmin63.5991.395 正常挡水对计算截面1 L=16m H=1.79m力的名称竖直力水平力力臂（m）力矩(KNm)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24.713.586.4851445.0694781.94211446.5256237.642M5208.883G663.127 偏心距0.145Pmax43.699Pmin39.1921.115 正常挡水对计算截面2 L=9.15m H=1.79m力的名称竖直力水平力力