雨水管徑計(jì)算

1、管管 渠渠 水水 力力 計(jì)計(jì) 算算 表表(A(A吐吐口口) ) 滿流n=0.013管編 管渠 集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡管底跌管底地面切土長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度高程水高程高程深度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s%0起點(diǎn)m終點(diǎn)起點(diǎn)終點(diǎn)起點(diǎn) 終點(diǎn)1211808.1015.000.1920.19210.7164.19 22.06793.14000.742.0 232.700.0232.34234.50 233.901.801.562322008.5823.100.8641.05610.7126.81 93.73897.7400

2、0.782.2 232.342.2229.7233.90231.181.561.483432008.6731.670.962.01610.7103.57 146.16151.05000.771.6229.62.7226.58231.18227.801.581.224542007.0840.340.962.97610.788.146 183.63185.05000.942.4 226.581.7224.4227.80223.001.22 -1.405652005.9547.410.963.93610.778.947 217.51220.25001.123.4224.41.6222.12223.0

3、0219.90-1.40 -2.226762006.1453.360.964.89610.772.756 249.35307.06001.092.5 222.020.0221.52219.90218.50-2.12 -3.027872006.1459.500.565.45610.767.43 257.53307.06001.092.5 221.520.0221.02218.50217.60-3.02 -3.428982006.1465.640.566.01610.762.928 265.0307.06001.092.5 221.020.0220.52217.60217.90-3.42 -2.6

4、291092006.1471.780.566.57610.759.065 271.89307.06001.092.5 220.520.0220.02217.90218.20-2.62 -1.821011102006.1477.920.567.13610.755.711 278.29307.06001.092.5 220.020.0219.52218.20218.80-1.82 -0.721112111153.5384.060.567.69610.752.767 284.27307.06001.092.5 219.520.0 219.233218.80219.10-0.72 -0.1312131

5、21604.6487.591.319.00810.751.231 323.04324.96001.152.8219.2330.0 218.785219.10217.10-0.13 -1.681314131603.1292.234.80 13.80810.749.362477.1483.56001.716.2218.7850.0 217.793217.10213.90-1.68 -3.891415132005.4095.353.98 17.78810.748.191600.1620.28001.232.2217.5930.0 217.153213.90213.90-3.69 -3.2515-16

6、123307.17100.755.86 23.64810.746.308 766.57771.08001.533.4217.1530.0 216.031213.90217.10-3.25117107.92 121.46 145.1110.744.056 4475.14597.818001.811.6215.0310.0 214.583217.10213.902.07 -0.6817-吐口A131602.78113.0914.50 159.6110.742.583 4757.64876.718001.921.8214.5830.0 214.295213.90213.

7、90-0.68 -0.39550米(500)3385管編 管渠 集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡管底跌管底地面切土長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度高程水高程高程深度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s%0起點(diǎn)m終點(diǎn)起點(diǎn)終點(diǎn)起點(diǎn) 終點(diǎn)1212004.1915.000.090.0910.7164.19 10.344199.74001.599.2 232.700.0230.86234.50 233.901.803.042323004.8019.190.360.4510.7142.07 44.752588.96002.089.2 230.662.2

8、225.7233.90231.183.245.4834300.0023.990.540.9910.7123.8185.8846.36002.9919.0225.72.7223231.18227.805.484.801560米(1500)管編 管渠 集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡管底跌管底地面切土長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度高程水高程高程深度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s%0起點(diǎn)m終點(diǎn)起點(diǎn)終點(diǎn)起點(diǎn) 終點(diǎn)1212009.0015.000.20.210.7164.19 22.98693.14000.742.0 232.700.0232

9、.3234.50 233.901.801.602322009.0024.000.680.8810.7123.81 76.26793.14000.742.0232.32.2229.7233.90231.181.601.483422007.6032.990.681.5610.7100.83110.1110.24000.882.8229.72.2226.94231.18231.181.484.2445230011.0940.590.682.2410.787.773 137.63177.15000.902.2229.62.2226.74231.18231.181.584.4456330011.0951

10、.681.023.2610.774.391 169.76177.15000.902.2229.62.7226.24231.18227.801.581.566733009.8362.771.024.2810.764.946 194.58199.85001.022.8 226.842.7223.3231.18227.804.344.5078300.0072.591.025.310.758.595 217.39220.25001.123.4 226.742.7224.04231.18227.804.443.76133.75公頃主線管編 管渠 集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡管底跌管底

11、地面切土長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度高程水高程高程深度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s%0起點(diǎn)m終點(diǎn)起點(diǎn)終點(diǎn)起點(diǎn) 終點(diǎn)1212007.3415.001.021.0210.7164.19 117.23114.14000.913.0 213.520.0212.92218.15 218.114.635.192323008.5022.345.56.5210.7129.45 590.81591.48001.182.0 212.520.0211.92218.11 216.1975.594.283422703.0130.8439.146 45.66610.710

12、5.38 3368.63376.312002.997.5 211.520.0 209.495216.20213.254.683.764522703.6030.8414.025 59.69110.7105.38 4403.24414.415002.503.9 211.220.0 210.167213.25 211.5872.031.425632783.4730.8432.0591.7410.7105.38 6767.36800.218002.673.5 210.920.0 209.947211.59212.380.672.436731501.7333.8614.30 106.0410.799.1

13、08 7356.67360.018002.894.1208.8950.0208.28212.38212.723.484.4471631501.6334.457.15 113.1910.797.983 7763.57795.918003.064.6209.8670.0 209.177212.72212.182.853.0016187.15120.34133.75公頃內(nèi)乙三街上段管編 管渠 集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡管底跌管底地面切土長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度高程水高程高程深度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s%0起點(diǎn)m終點(diǎn)起點(diǎn)終

14、點(diǎn)起點(diǎn) 終點(diǎn)(1)(2)11205.4015.000.0648 0.064810.7164.19 7.447593.14000.742.0 232.700.0232.46216.82 216.306 -15.88 -16.15(2)(3)21203.8020.402.039 2.103810.7136.93 201.64206.85001.053.0 232.362.2229.8216.31 215.706 -16.05 -14.09(3)(4)21202.3224.1920.264 22.36810.7123.17 1928.51949.312001.722.5229.12.2226.621

15、5.71 215.106 -13.39 -11.49(4)321602.8726.523.456 25.82410.7116.21 2100.72099.512001.862.9229.12.2 226.436215.71 216.111 -13.39 -10.33133.75公頃內(nèi)乙二街上段管編 管渠 集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡管底跌管底地面切土長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度高程水高程高程深度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s%0起點(diǎn)m終點(diǎn)起點(diǎn)終點(diǎn)起點(diǎn) 終點(diǎn)(1)(2)11205.4015.000.0648 0.064810.7

16、164.19 7.447593.14000.742.0 232.700.0232.46216.81 216.45-15.89 -16.01(2)(3)21204.3920.404.296 4.360810.7136.93 417.97458.18000.911.2 232.062.2 229.716216.45215.01 -15.61 -14.71(3)(4)21201.5424.7910.926 15.28710.7121.312981309.08002.609.8229.7162.2226.34215.01212.49 -14.71 -13.85(4)521603.7524.793.27

17、6 18.56310.7121.3 1576.21607.412001.421.7229.3162.2 226.844212.49211.58 -16.83 -15.264.36822.931133.75公頃內(nèi)乙二街下段管編 管渠 集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡管底跌管底地面切土長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度高程水高程高程深度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s%0起點(diǎn)m終點(diǎn)起點(diǎn)終點(diǎn)起點(diǎn) 終點(diǎn)(1)(2)11205.4015.000.0720.07210.7164.198.27593.14000.742.0 232.700.0232.4

18、6234.50 233.901.801.44(2)(3)21204.8120.404.2164.28810.7136.93411418.28000.831.0 232.062.2229.74233.90231.181.841.44133.75公頃內(nèi)快一街上段管編 管渠 集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡管底跌管底地面切土長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度高程水高程高程深度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s%0起點(diǎn)m終點(diǎn)起點(diǎn)終點(diǎn)起點(diǎn) 終點(diǎn)(1)(2)11205.4015.000.1360.13610.7164.19 15.63193.14000

19、.742.0 232.700.0232.46234.50 233.901.801.44(2)(3)21203.0720.402.4882.62410.7136.93 251.51256.15001.304.6 232.362.2 229.608233.90231.181.541.5710.9213.544管管 渠渠 水水 力力 計(jì)計(jì) 算算 表表乙一路雨水主線滿流n=0.013乙一路雨水主線管編 管渠集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡管編管渠集流時(shí)間匯水面積重現(xiàn)徑流暴雨長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度長度 （分）（公頃）期系數(shù)強(qiáng)度段號 （米）2t2tF本F總pUl/s

20、l/sl/smmm/s段號（米）2t2tF本F總pUl/s1213090.0015.008.188.1810.6163.29801.44836.38001.664.01213096.1915.008.188.1810.6163.292325208.0315.0013.10 21.2810.6163.292084.911695.3 10002.165.02325208.0321.1913.1021.2810.6134.523433805.5123.0311.90 33.1810.6127.942546.972185.9 11002.305.03433805.5129.2211.9033.1810

21、.6110.064545167.8528.5430.05 63.2310.6111.774240.413871.7 15002.193.04545167.8534.7330.0563.2310.698.105654505.3036.3933.86 97.0910.695.025535.054998.3 15002.835.05654506.4242.5833.8697.0910.685.146765506.4241.6949.12146.2110.686.427581.297269.7 18002.864.06765507.2849.0049.12146.2110.676.967875405.

22、6448.1141.19 187.410.678.008770.298127.8 18003.195.07875406.9056.2841.19187.410.669.518982002.5153.7421.87209.2710.671.929031.028338.1 20002.653.08982002.5163.1821.87209.2710.663.7391092002.3356.2514.66223.9310.669.539341.989006.2 20002.873.591092002.5165.6914.66223.9310.661.881011100.0058.58223.931

23、0.667.469063.89 10764.5 20003.435.01011100.0068.20223.9310.660.13管管 渠渠 水水 力力 計(jì)計(jì) 算算 表表乙一路雨水一支線滿流n=0.013管編 管渠集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s12138010.4115.002.412.4110.6163.29236.12238.85001.224.02322583.6225.416.679.0810.6120.36655.72672.66002.38 12.034325

24、85.1729.033.79 12.8710.6110.53853.55836.38001.664.0管管 渠渠 水水 力力 計(jì)計(jì) 算算 表表乙一路雨水二支線滿流n=0.013管編 管渠集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s1212705.5915.005510.6163.29489.88455.36001.615.52322704.8420.595.91 10.9110.6136.84895.76935.08001.865.03432003.0925.4311.41 22.32

25、10.6120.321611.371695.3 10002.165.04542003.0628.518.57 30.8910.6111.832072.622465.7 12002.184.0管管 渠渠 水水 力力 計(jì)計(jì) 算算 表表乙一路雨水三支線滿流n=0.013管編 管渠集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s1212305.5815.004410.6163.29391.90388.36001.374.02322404.8120.585.399.3910.6136.86771.1

26、0836.38001.664.0343200.4025.391.00 10.3910.6120.43750.77836.38001.664.0管管 渠渠 水水 力力 計(jì)計(jì) 算算 表表乙一街雨水一線滿流n=0.013管編 管渠集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s1212302.504.005510.6271.36814.09868.36003.07 20.02322302.666.505.001010.6235.031410.201448.58002.88 12.03431001

27、.169.160.001010.6206.181237.081448.58002.88 12.0管管 渠渠 水水 力力 計(jì)計(jì) 算算 表表乙一街雨水二線滿流n=0.013管編 管渠集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s1211701.664.007.517.5110.6271.361222.771309.87003.40 20.02323503.375.665.84 13.3510.6245.931969.861966.18503.46 16.03433503.139.037.61 20.9610.6207.362607.802644.99503.73 16.05643503.0212.167.00 27.9610.6181.503044.773032.6 10003.86 16.0管管 渠渠 水水 力力 計(jì)計(jì) 算算 表表丙六路雨水滿流n=0.013管編 管渠集流時(shí)間匯水面積 重現(xiàn) 徑流暴雨計(jì)算設(shè)計(jì)管渠流坡長度 （分）（公頃）期系數(shù)強(qiáng)度流量流量斷面速度段號 （米）2t2tF本F總pUl/sl/sl/smmm/s1211262.1815.005.465.4610.6163.29534.94377.6