水库径流调节计算.xls

水库径流调节计算.xls

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水库径流调节计算成果表（P=90%）表4-3-1单位：

万m3时间（月/旬）大坡坑来水量小坡坑来水量哪瑶坑来水量来水量合计生态用水量水厂供水量灌溉用水量四上旬12.6813.3910.8536.921.56310.28中旬45.0747.5738.56131.201.5635.03下旬29.0930.7124.8984.691.5630.00五上旬18.0619.0615.4552.581.56312.69中旬31.9933.7727.3793.141.5636.35下旬16.5117.4314.1348.081.563.318.82六上旬10.5011.098.9930.581.563.36.13中旬34.9536.8929.90101.751.563.36.13下旬15.5516.4113.3045.261.563.36.13七上旬5.225.514.4715.211.563.37.22中旬2.913.072.498.471.563.34.81下旬2.032.141.745.901.563.6311.82八上旬1.221.291.043.551.563.34.81中旬2.802.952.398.141.563.39.85下旬8.709.187.4425.321.563.636.56九上旬4.935.214.2214.361.563.35.69中旬6.737.115.7619.601.563.35.91下旬2.232.361.916.501.563.314.44251.19265.15214.91731.2528.0858.56142.66水库径流调节计算成果表（P=90%）表4-3-1单位：

万m3时间（月/旬）大坡坑来水量小坡坑来水量哪瑶坑来水量来水量合计生态用水量水厂供水量灌溉用水量十上旬1.8631.9671.595.4241.56310.72中旬1.3871.4641.194.0371.5637.88下旬1.6481.7391.414.7961.563.310.50十一上旬0.9531.0060.822.7741.562.712.03中旬1.1261.1880.963.2771.562.70.00下旬0.7470.7890.642.1751.562.71.97十二上旬0.6100.6440.521.7761.562.70.00中旬0.6560.6920.561.9091.562.73.06下旬1.0591.1180.913.0821.562.970.00一上旬0.8130.8580.702.3651.562.70.00中旬0.5740.6060.491.6721.562.75.69下旬1.1161.1780.963.2501.562.970.00二上旬1.3801.4571.184.0181.562.70.00中旬1.3351.4091.143.8851.562.71.09下旬0.7340.7740.632.1351.562.164.59三上旬2.3822.5142.046.9341.5631.97中旬3.3873.5752.909.8601.5635.47下旬10.57811.1669.0530.7931.563.311.1632.3534.1427.6794.1728.0851.0076.14合计283.538299.290242.583825.41156.160109.560218.800水库径流调节计算成果表（P=95%）表4-3-1单位：

万m3时间（月/旬）大坡坑来水量小坡坑来水量哪瑶坑来水量来水量合计生态用水量水厂供水量灌溉用水量四上旬26.0427.3122.2375.571.56310.28中旬36.0037.7630.74104.501.5635.03下旬9.469.928.0727.451.5630.00五上旬7.918.306.7522.961.56312.69中旬39.3541.2733.59114.201.5636.35下旬33.7335.3828.7997.901.563.318.82六上旬14.5915.3012.4642.351.563.36.13中旬18.3019.1915.6253.111.563.36.13下旬10.3610.878.8430.071.563.36.13七上旬4.334.543.6912.561.563.37.22中旬2.402.522.056.971.563.34.81下旬3.503.672.9910.171.563.6311.82八上旬2.122.221.816.141.563.34.81中旬4.775.004.0713.831.563.39.85下旬3.583.753.0610.391.563.636.56九上旬3.063.212.618.891.563.35.69中旬2.893.032.478.391.563.35.91下旬1.982.081.695.761.563.314.44224.37235.32191.54651.2228.0858.56142.66水库径流调节计算成果表（P=95%）表4-3-2单位：

万m3时间（月/旬）大坡坑来水量小坡坑来水量哪瑶坑来水量来水量合计生态用水量水厂供水量灌溉用水量十上旬1.011.060.862.9371.56310.72中旬3.043.192.608.8241.5637.88下旬1.541.621.324.4751.563.310.50十一上旬1.771.861.515.1371.562.712.03中旬1.962.061.685.6961.562.70.00下旬1.101.150.943.1911.562.71.97十二上旬0.910.960.782.6451.562.70.00中旬1.081.130.923.1281.562.73.06下旬1.601.681.374.6571.562.970.00一上旬0.770.800.652.2251.562.70.00中旬1.181.241.013.4331.562.75.69下旬1.431.501.224.1401.562.970.00二上旬3.964.153.3811.4811.562.70.00中旬1.541.621.324.4751.562.71.09三下旬0.870.920.742.5331.562.164.59三上旬1.201.261.033.4961.5631.97中旬1.361.431.163.9541.5635.47下旬9.089.537.7526.3631.563.311.1635.41637.14330.233102.79128.08051.00076.142合计259.786272.459221.769754.01456.160109.560218.800水库蒸发渗漏损失用水量合计水库余缺水量石门溪水库库容水库水位水源弃水（m）死库容5.2万m30.2215.06412.6812.68557.379.1817.880.229.81245.0757.75566.70.0062.950.224.78029.0986.84570.890.0092.040.2217.47018.0699.44572.515.46104.640.2211.12531.9999.44572.531.99104.640.2223.89716.5199.44572.516.51104.640.2211.20610.5099.44572.510.50104.640.2211.20634.9599.44572.534.95104.640.2211.20615.5599.44572.515.55104.640.2212.3002.9199.44572.52.91104.640.229.894-1.4298.02572.330.00103.220.2217.225-11.3286.70570.870.0091.900.229.894-6.3480.365700.0085.560.2214.926-6.7973.57569.060.0078.770.2211.9748.7082.27570.270.0087.470.2210.7693.5985.86570.760.0091.060.2210.9886.7392.59571.630.0097.790.2219.521-13.0279.57569.90.0084.773.96233.26197.46127.1水库蒸发渗漏损失用水量合计水库余缺水量石门溪水库库容水库水位水源弃水（m）0.2215.50-10.07769.49568.480.0074.690.2212.66-8.62060.87567.190.0066.070.2215.58-10.78650.09565.470.0055.290.2216.51-13.74036.35563.050.0041.550.224.48-1.20335.15562.830.0040.350.226.45-4.27430.875620.0036.070.224.48-2.70428.17561.440.0033.370.227.54-5.63422.53560.180.0027.730.224.75-1.66820.87559.780.0026.070.224.48-2.11518.75559.230.0023.950.2210.17-8.49710.25556.430.0015.450.224.75-1.5008.75555.760.0013.950.224.48-0.4628.29555.550.0013.490.225.57-1.6896.60554.670.0011.800.228.53-6.3990.20550.170.005.400.226.750.1850.39550.340.005.59水库径流调节计算成果表（P=90%）表4-3-1单位：

万m3水库径流调节计算成果表（P=90%）表4-3-1单位：

万m30.2210.25-0.3900.005500.005.200.2216.2410.57810.58556.530.0015.783.96159.18-68.990.007.920392.440128.462127.1水库蒸发渗漏损失用水量合计大坡坑水库余缺水量石门溪水库库容水库水位水源弃水（m）0.2215.06426.0426.04560.9934.4731.240.229.81236.0062.04567.3758.6867.240.224.7809.4671.50568.2713.2176.700.2217.4705.4976.99569.550.0082.190.2211.12539.35104.21573.175.86109.410.2223.89733.73104.21573.174.00109.410.2211.20614.59104.21573.131.15109.410.2211.20618.30104.21573.141.90109.410.2211.20610.36104.21573.118.86109.410.2212.3000.26104.21573.10.26109.410.229.894-2.93101.28572.740.00106.480.2217.225-7.0694.23571.220.0099.430.229.894-3.7590.47571.850.0095.670.2214.926-1.0989.38571.360.0094.580.2211.974-1.5887.80571.010.0093.000.2210.769-1.8885.92570.770.0091.120.2210.988-2.6083.32570.420.0088.520.2219.521-13.7669.56568.480.0074.763.96233.26158.931563.80348.4水库蒸发渗漏损失用水量合计大坡坑水库余缺水量石门溪水库库容水库水位水源弃水（m）0.2215.50-12.5657.00566.580.0062.200.2212.66-3.8353.16565.980.0058.360.2215.58-11.1142.06564.090.0047.260.2216.51-11.3830.68561.960.0035.880.224.481.2231.90562.20.0037.100.226.45-3.2628.64561.540.0033.840.224.48-1.8426.80561.150.0032.000.227.54-4.4222.39560.150.0027.590.224.75-0.0922.29560.130.0027.490.224.48-2.2520.04559.580.0025.240.2210.17-6.7413.30557.590.0018.500.224.75-0.6112.69557.350.0017.890.224.483.9616.65558.633.0521.850.225.57-1.1015.55558.310.0020.75水库径流调节计算成果表（P=95%）表4-3-1单位：

万m3水库径流调节计算成果表（P=95%）表4-3-2单位：

万m30.228.53-6.009.55556.130.0014.750.226.75-3.256.30554.50.0011.500.2210.25-6.300.005500.005.200.2216.249.089.08555.911.0414.283.960159.182-60.4787.920392.44098.454死库容5.2万m3