江西省暴雨洪水Ⅴ区推理公式法、瞬时单位线法计算表格

1、0.00 6.04 58.44 12.86 2.60 2.46 2.32 2.18 2.04 1.90 1.77 1.63 1.49 1.35 1.21 1.07 0.93 0.80 0.66 0.52 0.38 0.24 0.10 -0.04 -0.18 -0.31 设计洪水过程计算表454035302520151050-10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 设计洪水过程计算表（区）推理公式法暴雨查算（抚河）工程名称:*工程集雨面积(Km2) F7.8产流分区干流长度(Km) L7.08汇流分区干流平均坡降()J0.011稳

2、定下渗率fc0.9424小时暴雨均值=130毫米24小时Cv=0.466小时暴雨均值=80毫米6小时Cv=0.451小时暴雨均值=45毫米1小时Cv=0.4变差系数24小时Cs=3.5Cv1.61频率P（%）=2.00%变差系数6小时Cs=3.5Cv1.575Im=110变差系数1小时Cs=3.5Cv1.4Pa=70*工程暴雨查算(瞬时单位线法,P=2%)H24点170.3H1=H1*Kp1=93.6H6=H1*Kp2=180.0H3=H1*31-n2=240.999060.99683=0.99671=H24面170.1F/J0.711-n2=Kp241.310KP62.25KP12.0824

3、小时降雨时程分配计算表时 段1234567设计二十四小时降雨各时段雨量位置及所占百分数P193.2P3-P146.1P6-P340.1P24-P6-9.35.05.05.05.05.05.00(0.5)(0.5)(0.5)(0.5)(0.5)(0.5)0.0Pt0.00.00.00.00.00.00.0时段净雨过程计算表P0.00.00.00.00.00.00.0P0.00.00.00.00.00.00.0P+Pa70.070.070.070.070.070.070.0R总0.00.00.00.00.00.00.0R总0.00.00.00.00.00.00.0R下0.940.940.940.9

4、40.940.940.94h240.000.000.000.000.000.000.00Qtt计算表时 段 (t)1234567ht(前后相邻)大小排列88.720.717.59.16.41.30.0ht88.7109.4126.9135.9142.3143.6143.6ht/t88.754.742.334.028.523.920.5Qt(m3/s)192.31199274625244.5Q计算表时 段 ()1234567Q(m3/s)490793067606192793820.4Q=(0.278/m)4=L/J1/331.835 m=0.221(L/J1/3)0.2860.590.278/m

5、=交点位置 t5.3985Qm57.795 m3/s 地面流量过程推求洪水总量W=0.1*h24*F111.98万m3过程线底宽T=9.67*W/Qm地面18.7h地面流量过程线计算表座标序号a点b点c点d点e点Qt(m3/s)1 105.857.811.60.0T(h)2 201.94.79.418.7地下径流回加计算Qm地下=R下*F/3.6T 2.60m3/sQ地下=t/T*Qm地下0.14m3/sh24排序1234567-1.00.000.000.000.000.000.000.0018.088.6820.7417.469.066.361.260.0017161615141312191

6、92020202020试算QQtt曲线交点t1.0Qt192(V区）降雨径流关系查算表Q49079F6F3F1(48887)0.001.00000.001.00000.001.000062.500.99892.500.99892.500.99875.05.05.000.99795.000.99785.000.9976Qt6210.000.996010.000.995910.000.9954Q7915.000.994415.000.994015.000.9934-1720.000.992820.000.992220.000.9915525.000.991425.000.990625.000.98

7、965.305.3030.000.989930.000.988930.000.9878Qt58.835.000.988635.000.987435.000.9861Q62.2暴雨点面系数折算表40.000.987240.000.985840.000.9843(3)F2445.000.985945.000.984345.000.9826110.001.000050.000.984550.000.982850.000.98095.395.3902.500.999775.000.977775.000.975375.000.9726Qt57.95.000.9994100.000.9712100.000

8、.9680100.000.9642Q58.110.000.9987200.000.9461200.000.9408200.000.9356(0)15.000.9980300.000.9237300.000.9167300.000.90931020.000.9974400.000.9025400.000.8932400.000.88535.39825.000.9968500.000.8827500.000.8733500.000.864830.000.9962600.000.8668600.000.8555600.000.846335.000.9956700.000.8519700.000.83

9、91700.000.828640.000.9950800.000.8379800.000.8236800.000.811645.000.9945900.000.8244900.000.8087900.000.795750.000.99391000.000.81201000.000.79401000.000.780075.000.99107.800.99687.800.99677.800.9964100.000.9883200.000.9774300.000.9677400.000.9587500.000.9502600.000.9418700.000.9334800.000.9256900.0

10、00.91811000.000.91107.800.9990洪峰流量(m3/s)注：只支持区，只需输入F、L、J58.4139.80.99600.3649357891011121314151617181920100.093.260.040.027.618.420.040.040.08.016.016.00.00.010.010.010.09.09.00.00.0(0.9)(0.9)(0.9)(0.8)(0.8)0.00.00.00.00.08.016.016.027.693.218.40.00.02.0824小时降雨时程分配计算表时段净雨过程计算表0.00.00.00.00.08.016.01

11、6.027.693.218.40.00.00.00.00.00.00.08.024.040.067.6160.8179.2179.2 179.270.070.070.070.070.078.094.0110.0137.6230.8249.2249.2 249.20.00.00.00.00.02.29.519.541.2130.8149.2149.2 149.20.00.00.00.00.02.27.310.021.789.618.40.00.00.940.940.940.940.940.940.940.940.940.940.940.940.940.000.000.000.000.001.26

12、6.369.0620.7488.6817.460.000.008910111213141516171819200.00.00.00.00.00.00.00.00.00.00.00.00.0143.6143.6143.6143.6143.6143.6143.6143.6143.6143.6143.6143.6 143.617.916.014.413.112.011.010.39.69.08.48.07.67.238.935312826242221191817161689101112131415161718192012.0753221111000设计洪水过程计算表14.88序号时间Q地面(m3/s

13、)Q地下(m3/s)Qt(m3/s)T(h)t(h)1 12 23 34 45 56 6（1）0000.000.00（2） 1.91.875.80.266.04（3） 4.72.81 57.80.6558.44（4） 9.44.68 11.61.3012.86（5）18.79.370.02.602.60（6）19.71.002.462.46（7）20.71.002.322.32（8）21.71.002.182.18（9）22.71.002.042.04（10） 23.71.001.901.90（11） 24.71.001.771.77（12） 25.71.001.631.63（13） 26.7

14、1.001.491.49Qtt计算表Q计算表（14） 27.71.001.351.35（15） 28.71.001.211.21（16） 29.71.001.071.07（17） 30.71.000.930.93（18） 31.71.000.800.80（19） 32.71.000.660.66（20） 33.71.000.520.52（21） 34.71.000.380.38（22） 35.71.000.240.24（23） 36.71.000.100.10（24） 37.71.00-0.04-0.04（25） 38.71.00-0.18-0.18（26） 39.71.00-0.31-0.3

15、18910111213141516171819200.000.000.000.000.001.266.369.0620.7488.6817.460.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00111098765432111202020202020202020202021222.03.04.05.06.07.08.09.010.011.012.013.014.0119927462524439353128262422306760619279382012753221(2949)(514)(118)(17)142427272625

16、242221试算QQtt曲线交点00005000000005.15.25.35.45.55.65.75.85.96.06160595857565554535273676258545046434138-12-7-303681012140005.30000005.315.325.335.345.355.36 5.375.385.395.4058.758.658.558.458.358.2 58.158.057.95861.761.360.860.459.959.5 59.058.658.157.7-3.1-2.7-2.3-2.0-1.6-1.3 -0.9-0.6-0.30.10000000005.

17、395.3915.3925.3935.3945.3955.396 5.3975.3985.399 5.40057.957.957.857.8457.8357.82 57.857.857.857.858.158.158.057.9857.9357.89 57.857.857.857.7-0.2-0.2-0.2-0.1-0.1-0.10.00.00.00.1000000005.398021222324合计93.246.140.18.05.05.04.0(9.3)(0.7)(0.5)(0.5)(0.4)0.00.00.00.0179.424小时降雨时程分配计算表0.00.00.00.0179.417

18、9.2179.2179.2 179.4249.2249.2249.2 249.4149.2149.2149.2 149.40.00.00.00.2149.40.940.940.940.9422.460.000.000.000.00143.5621222324合计0.00.00.00.0143.6143.6143.6143.6 143.66.86.56.26.015141413212223240000212223240.000.000.000.00-10.000.000.000.011112324252615.016.017.018.019.020.021.022.023.024.0211918

19、1716161514141311100000002019181716151514131300000000000.4 3.2 4.2 16.6 39.1 221.2 193.6 106.9 55.9 28.5 15.2 9.5 7.0 6.2 6.0 6.2 6.5 6.0 5.7 5.3 4.9 4.5 4.2 3.8 3.4 3.0 2.6 2.3 1.9 1.5 1.1 0.8 0.4 *工程洪水过程线计算353025201510500.0 50.0 100.0 150.0 200.0 250.0 *工程洪水过程线计算（区）瞬时单位线法暴雨查算（抚河）工程名称:*工程集雨面积(Km2) F

20、60.4产流分区注：只支持区，只需输入F、L、J干流长度(Km) L16.7汇流分区干流平均坡降()J0.0045稳定下渗率fc0.9324小时暴雨均值=130毫米24小时Cv=0.466小时暴雨均值=80毫米6小时Cv=0.451小时暴雨均值=45毫米1小时Cv=0.4变差系数24小时Cs=3.5Cv1.61频率P（%）=20.00%变差系数6小时Cs=3.5Cv1.575Im=110变差系数1小时Cs=3.5Cv1.4Pa=70*工程暴雨查算(瞬时单位线法,P=20%)H24点170.3H1=H1*Kp1=57.6H6=H1*Kp2=104.8H3=H1*31-n2=83.1240.992

21、760.98173=0.97971=0.9770H24面169.1F/J13.421-n2=0.3340214Kp241.310KP61.31KP11.28*工程24小时降雨时程分配计算表时段(t=3小时）1234567设计二十四小时降雨各时段雨量位置及所占百分数P3 81.4100.081.4P6-P3 21.4100.021.4P24-P6 66.215.015.00.030.026.09.99.90.019.90.00.017.2H249.99.90.019.921.481.417.2时段净雨过程计算表H9.99.90.019.921.481.417.2H9.919.819.839.76

22、1.1142.5159.7H+Pa79.989.889.8109.7131.1212.5229.7R总2.87.27.219.335.8112.5129.7R总2.84.50.012.116.576.717.2R下(3fc)2.82.80.02.82.82.82.8h240.01.70.09.313.773.914.4单位线参数计算表时段（t=3小时）项目序号1234567h240.01.709.313.773.914.4I（毫米/小时）0.00.5703.104.5724.634.80I取（毫米/小时）0.05.0005.005.0024.635.00M1nk 6.2 6.26.24.06.

23、2KM1/n0.03.1003.103.101.983.10*工程洪水过程线计算时段单位线k=净雨量3.103.13.123.13.10hq1q21234567891011120000000001.70010.25200.2520.2520.4420.2520.25200.01.409020.32400.3240.3240.3590.3240.32409.31.812030.2100.210.210.1380.210.21013.71.175040.11300.1130.1130.0440.1130.113073.90.632050.05500.0550.0550.0130.0550.0550

24、14.40.308060.02600.0260.0260.0030.0260.02606.50.145070.01200.0120.0120.0010.0120.01200.00.067080.00500.0050.00500.0050.00500.028090.00200.0020.00200.0020.00200.0110100.00100.0010.00100.0010.00100.00601100000000001200000000001300000000001400000000001500000000001600000000001700180019002000210022002300

25、240025002600270028002900300031003200汇流参数m计算m12.324(F/J)0.303(I/10)0.0810Lg(F/J)-0.374地面流量过程线底宽为：T3小时=洪水总量的计算：采用公式W0.1h24F，经计算得洪水总量为：W地下流量峰值采用公式QM地下R下F/3.6T，经计算地下流量QM地下Q地下采用公式Q地下t/TQM地下，经计算Q地下（区）降雨径流关系查算表R012345678970.00.000.030.060.090.120.150.180.210.240.2771.00.300.330.360.390.420.450.480.510.540.

26、5772.00.600.620.640.660.680.700.720.740.760.7873.00.800.830.860.890.920.950.981.011.041.0774.01.101.131.161.191.221.251.281.311.341.3775.01.401.431.461.491.521.551.581.611.641.6776.01.701.731.761.791.821.851.881.911.941.9777.02.002.022.042.062.082.102.122.142.162.1878.02.202.232.262.292.322.352.382.

27、412.442.4779.02.502.532.562.592.622.652.682.712.742.7780.02.802.852.902.953.003.053.103.153.203.2581.03.303.343.383.423.463.503.543.583.623.6682.03.703.753.803.853.903.954.004.054.104.1583.04.204.244.284.324.364.404.444.484.524.5684.04.604.654.704.754.804.854.904.955.005.0585.05.105.145.185.225.265.

28、305.345.385.425.4686.05.505.555.605.655.705.755.805.855.905.9587.06.006.046.086.126.166.206.246.286.326.3688.06.406.456.506.556.606.656.706.756.806.8589.06.906.946.987.027.067.107.147.187.227.2690.07.307.367.427.487.547.607.667.727.787.8491.07.907.958.008.058.108.158.208.258.308.3592.08.408.468.528.

29、588.648.708.768.828.888.9493.09.009.059.109.159.209.259.309.359.409.4594.09.509.569.629.689.749.809.869.929.9810.0495.010.1010.1510.2010.2510.3010.3510.4010.4510.5010.5596.010.6010.6610.7210.7810.8410.9010.9611.0211.0811.1497.011.2011.2511.3011.3511.4011.4511.5011.5511.6011.6598.011.7011.7611.8211.8

30、811.9412.0012.0612.1212.1812.2499.012.3012.3512.4012.4512.5012.5512.6012.6512.7012.75100.012.8012.8712.9413.0113.0813.1513.2213.2913.3613.43101.013.5013.5613.6213.6813.7413.8013.8613.9213.9814.04102.014.1014.1714.2414.3114.3814.4514.5214.5914.6614.73103.014.8014.8714.9415.0115.0815.1515.2215.2915.36

31、15.43104.015.5015.5715.6415.7115.7815.8515.9215.9916.0616.13105.016.2016.2616.3216.3816.4416.5016.5616.6216.6816.74106.016.8016.8816.9617.0317.1117.1917.2717.3517.4217.50107.017.5817.6417.7017.7717.8317.8917.9518.0118.0818.14108.018.2018.2618.3218.3818.4418.5018.5618.6218.6818.74109.018.8018.8718.94

32、19.0119.0819.1519.2219.2919.3619.43110.019.5019.5819.6619.7419.8219.9019.9820.0620.1420.22111.020.3020.3720.4420.5120.5820.6520.7220.7920.8620.93112.021.0021.0821.1621.2421.3221.4021.4821.5621.6421.72113.021.8021.8721.9422.0122.0822.1522.2222.2922.3622.43114.022.5022.5822.6622.7422.8222.9022.9823.06

33、23.1423.22115.023.3023.3723.4423.5123.5823.6523.7223.7923.8623.93116.024.0024.0824.1624.2424.3224.4024.4824.5624.6424.72117.024.8024.8724.9425.0125.0825.1525.2225.2925.3625.43118.025.5025.5825.6625.7425.8225.9025.9826.0626.1426.22119.026.3026.3726.4426.5126.5826.6526.7226.7926.8626.93120.027.0027.08

34、27.1627.2427.3227.4027.4827.5627.6427.72121.027.827.8827.9628.0428.1228.2028.2828.3628.4428.52122.028.628.6828.7628.8428.9229.0029.0829.1629.2429.32123.029.429.4829.5629.6429.7229.8029.8829.9630.0430.12124.030.230.2830.3630.4430.5230.6030.6830.7630.8430.92125.031.031.0731.1431.2131.2831.3531.4231.49

35、31.5631.63126.031.731.7831.8631.9432.0232.1032.1832.2632.3432.42127.032.532.5832.6632.7432.8232.9032.9833.0633.1433.22128.033.333.3833.4633.5433.6233.7033.7833.8633.9434.02129.034.134.1834.2634.3434.4234.5034.5834.6634.7434.82130.034.934.9835.0635.1435.2235.3035.3835.4635.5435.62131.035.735.7935.883

36、5.9736.0636.1536.2436.3336.4236.51132.036.636.6836.7636.8436.9237.0037.0837.1637.2437.32133.037.437.4837.5637.6437.7237.8037.8837.9638.0438.12134.038.238.2938.3838.4738.5638.6538.7438.8338.9239.01135.039.139.1839.2639.3439.4239.5039.5839.6639.7439.82136.039.939.9840.0640.1440.2240.3040.3840.4640.544

37、0.62137.040.740.7840.8640.9441.0241.1041.1841.2641.3441.42138.041.541.5941.6841.7741.8641.9542.0442.1342.2242.31139.042.442.4842.5642.6442.7242.8042.8842.9643.0443.12140.043.243.2943.3843.4743.5643.6543.7443.8343.9244.01141.044.144.1844.2644.3444.4244.5044.5844.6644.7444.82142.044.944.9945.0845.1745

38、.2645.3545.4445.5345.6245.71143.045.845.8845.9646.0446.1246.2046.2846.3646.4446.52144.046.646.6946.7846.8746.9647.0547.1447.2347.3247.41145.047.547.5947.6847.7747.8647.9548.0448.1348.2248.31146.048.448.4848.5648.6448.7248.8048.8848.9649.0449.12147.049.249.2949.3849.4749.5649.6549.7449.8349.9250.0114

39、8.050.150.1850.2650.3450.4250.5050.5850.6650.7450.82149.050.950.9951.0851.1751.2651.3551.4451.5351.6251.71150.051.851.8951.9852.0752.1652.2552.3452.4352.5252.61151.052.752.7852.8652.9453.0253.1053.1853.2653.3453.42152.053.553.5953.6853.7753.8653.9554.0454.1354.2254.31153.054.454.4954.5854.6754.7654.

40、8554.9455.0355.1255.21154.055.355.3955.4855.5755.6655.7555.8455.9356.0256.11155.056.256.2856.3656.4456.5256.6056.6856.7656.8456.92156.057.057.0957.1857.2757.3657.4557.5457.6357.7257.81157.057.957.9958.0858.1758.2658.3558.4458.5358.6258.71158.058.858.8858.9659.0459.1259.2059.2859.3659.4459.52159.059.

41、659.6959.7859.8759.9660.0560.1460.2360.3260.41160.060.560.6060.7060.8060.9061.0061.1061.2061.3061.40161.061.561.5961.6861.7761.8661.9562.0462.1362.2262.31162.062.462.5062.6062.7062.8062.9063.0063.1063.2063.30163.063.463.4963.5863.6763.7663.8563.9464.0364.1264.21164.064.364.4064.5064.6064.7064.8064.9

42、065.0065.1065.20165.065.365.3965.4865.5765.6665.7565.8465.9366.0266.11166.066.266.3066.4066.5066.6066.7066.8066.9067.0067.10167.067.267.2967.3867.4767.5667.6567.7467.8367.9268.01168.068.168.2068.3068.4068.5068.6068.7068.8068.9069.00169.069.169.1969.2869.3769.4669.5569.6469.7369.8269.91170.070.070.17

43、0.270.370.470.570.670.770.870.9180.080.080.180.280.380.480.580.680.780.880.9190.090.090.190.290.390.490.590.690.790.890.9200.0100.0100.1100.2100.3100.4100.5100.6100.7100.8100.9210.0110.0110.1110.2110.3110.4110.5110.6110.7110.8110.9220.0120.0120.1120.2120.3120.4120.5120.6120.7120.8120.9230.0130.0130.

44、1130.2130.3130.4130.5130.6130.7130.8130.9240.0140.0140.1140.2140.3140.4140.5140.6140.7140.8140.9250.0150.0150.1150.2150.3150.4150.5150.6150.7150.8150.9260.0160.0160.1160.2160.3160.4160.5160.6160.7160.8160.9270.0170.0170.1170.2170.3170.4170.5170.6170.7170.8170.9280.0180.0180.1180.2180.3180.4180.5180.

45、6180.7180.8180.9290.0190.0190.1190.2190.3190.4190.5190.6190.7190.8190.9300.0200.0200.1200.2200.3200.4200.5200.6200.7200.8200.9310.0210.0210.1210.2210.3210.4210.5210.6210.7210.8210.9320.0220.0220.1220.2220.3220.4220.5220.6220.7220.8220.9330.0230.0230.1230.2230.3230.4230.5230.6230.7230.8230.9340.0240.

46、0240.1240.2240.3240.4240.5240.6240.7240.8240.9350.0250.0250.1250.2250.3250.4250.5250.6250.7250.8250.9360.0260.0260.1260.2260.3260.4260.5260.6260.7260.8260.9370.0270.0270.1270.2270.3270.4270.5270.6270.7270.8270.9380.0280.0280.1280.2280.3280.4280.5280.6280.7280.8280.9390.0290.0290.1290.2290.3290.4290.

47、5290.6290.7290.8290.9400.0300.0300.1300.2300.3300.4300.5300.6300.7300.8300.9410.0310.0310.1310.2310.3310.4310.5310.6310.7310.8310.9420.0320.0320.1320.2320.3320.4320.5320.6320.7320.8320.9430.0330.0330.1330.2330.3330.4330.5330.6330.7330.8330.9440.0340.0340.1340.2340.3340.4340.5340.6340.7340.8340.9450.

48、0350.0350.1350.2350.3350.4350.5350.6350.7350.8350.9460.0360.0360.1360.2360.3360.4360.5360.6360.7360.8360.9470.0370.0370.1370.2370.3370.4370.5370.6370.7370.8370.9480.0380.0380.1380.2380.3380.4380.5380.6380.7380.8380.9490.0390.0390.1390.2390.3390.4390.5390.6390.7390.8390.9500.0400.0400.1400.2400.3400.

49、4400.5400.6400.7400.8400.9510.0410.0410.1410.2410.3410.4410.5410.6410.7410.8410.9520.0420.0420.1420.2420.3420.4420.5420.6420.7420.8420.9530.0430.0430.1430.2430.3430.4430.5430.6430.7430.8430.9540.0440.0440.1440.2440.3440.4440.5440.6440.7440.8440.9550.0450.0450.1450.2450.3450.4450.5450.6450.7450.8450.

50、9560.0460.0460.1460.2460.3460.4460.5460.6460.7460.8460.9570.0470.0470.1470.2470.3470.4470.5470.6470.7470.8470.9580.0480.0480.1480.2480.3480.4480.5480.6480.7480.8480.9590.0490.0490.1490.2490.3490.4490.5490.6490.7490.8490.9单位线计算表n=3k011.11.21.31.41.51.61.71.81.9000000000000100.5770.5130.4560.4060.3620

51、.3230.290.260.2340.211200.3610.3960.4190.4330.4390.4390.4330.4250.4130.4300.0560.0790.1040.130.1540.1760.1960.2130.2280.24400.0060.0110.0170.0260.0370.0480.0610.0740.0870.0995000.0010.0020.0040.0070.0110.0160.0210.0270.03460000.0010.0010.0020.0040.0050.0080.011700000.0010.0010.0020.00380000.0010.001

52、9000100110120130140150160n=2000000000000100.8010.7560.7130.6710.6310.5940.5590.5270.4960.468200.1820.2160.2470.2740.2960.3140.3290.3410.3490.355300.0160.0250.0360.0480.0610.0740.0880.1010.1140.126400.0010.0020.0040.0070.010.0140.0190.0250.0310.037500000.0010.0020.0030.0040.0050.0080.01600000000.0010

53、.0010.0020.003700000000000.0018000000000009000000000001000000000000110000000000012000000000001300000000000140000000000015000000000001600000000000n=1.5000000000000100.8880.8590.8280.7980.7680.7390.710.6830.6570.632200.1040.1290.1530.1760.1970.2150.2320.2470.260.271300.0070.0110.0170.0230.0310.0390.04

54、70.0560.0650.0744000.0010.0020.0030.0040.0060.0090.0110.0150.0185000000.0010.0010.0010.0020.0030.00460000000000.0010.0017000000000008000000000009000000000001000000000000110000000000012000000000001300000000000140000000000015000000000001600000000000暴雨点面系数折算表F24F6F3F10.001.00000.001.00000.001.00000.001

55、.00002.500.99972.500.99892.500.99892.500.99875.000.99945.000.99795.000.99785.000.997610.000.998710.000.996010.000.995910.000.995415.000.998015.000.994415.000.994015.000.993420.000.997420.000.992820.000.992220.000.991525.000.996825.000.991425.000.990625.000.989630.000.996230.000.989930.000.988930.000

56、.987835.000.995635.000.988635.000.987435.000.986140.000.995040.000.987240.000.985840.000.984345.000.994545.000.985945.000.984345.000.982650.000.993950.000.984550.000.982850.000.980975.000.991075.000.977775.000.975375.000.9726100.000.9883100.000.9712100.000.9680100.000.9642200.000.9774200.000.9461200

57、.000.9408200.000.9356300.000.9677300.000.9237300.000.9167300.000.9093400.000.9587400.000.9025400.000.8932400.000.8853500.000.9502500.000.8827500.000.8733500.000.8648600.000.9418600.000.8668600.000.8555600.000.8463700.000.9334700.000.8519700.000.8391700.000.8286800.000.9256800.000.8379800.000.8236800

58、.000.8116900.000.9181900.000.8244900.000.8087900.000.79571000.000.91101000.000.81201000.000.79401000.000.780060.400.992760.400.981760.400.979760.400.9774洪峰流量(m3/s)2218合计81.421.414.01009.366.29.3169.09.3169.0169.0239.0139.0注：只支持区，只需输入F、L、J*工程24小时降雨时程分配计算表时段净雨过程计算表9.3139.02.819.56.5119.586.52.175.006.

59、23.10各时段净雨量产生的流量过程Q地面Q地下q3q4q5q6q7q81.70.09.313.773.914.46.50.013141516171819202122232425262728000000000.381.4091.4092.4721.4091.40902.402.40.751.8121.8122.0081.8121.81203.08003.081.131.1751.1750.7721.1751.17502013.1015.11.510.6320.6320.2460.6320.63201.07016.8519.3037.22 1.890.3080.3080.0730.3080.30

60、800.52010.9324.82 182.6802192.260.1450.1450.0170.1450.14500.2505.8816.1148.39 20.290190.9 2.640.0670.0670.0060.0670.06700.1102.868.6657.05 26.099.160103.9 3.020.0280.02800.0280.02800.0501.354.2218.18 16.92 11.78052.53.400.0110.01100.0110.01100.0200.621.995.399.17.64024.76 3.770.0060.00600.0060.00600