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给水
管网
课程设计
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给水管网课程设计1,给水,管网,课程设计
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消消防防放放大大管管径径后后返返算算最最高高时时 管管段段流流量量初初分分配配计计算算表表（附附表表十十九九）管管道道编编号号管管径径D D（mmmm）m m管管长长l li（m m）流流量量q q（L/sL/s）m m3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）116000.6802.770269.2800.2690.9521.8731.504226000.6506.500251.4900.2510.8891.6510.836333500.35438.01097.3000.0971.0113.9251.719444000.4501.920112.6300.1130.8962.6861.348556000.6370.050270.0000.2700.9551.8830.697664000.4792.710120.0000.1200.9553.0212.395771500.15438.3103.1450.0030.1780.4220.185883500.35401.99084.7400.0850.8813.0391.222992500.25129.95034.4350.0340.7022.9520.38410102000.2349.39026.5100.0270.8445.3911.88311111500.15739.5605.0000.0050.2830.9960.73712121500.15497.45014.3250.0140.8116.9993.48213131500.15850.8504.2050.0040.2380.7230.61514143000.3271.06058.4750.0580.8273.2390.87815152500.25213.38033.4100.0330.6812.7910.59616162500.25354.02025.9600.0260.5291.7490.61917172500.25453.06018.2450.0180.3720.9100.41218182000.2304.4808.0000.0080.2550.5860.17819192500.25925.0206.9250.0070.1410.1510.14020203000.3501.92069.2100.0690.9794.4252.22121213500.35657.08086.9400.0870.9043.1872.09422221500.15501.92010.0000.0100.5663.5971.80523231500.15657.0802.6400.0030.1490.3050.20124244000.4521.610130.0000.1301.0353.5031.82725253500.35250.55081.1850.0810.8442.8070.70326263500.35776.43090.0000.0900.9353.3972.63827272500.25653.18036.1750.0360.7373.2342.11228281500.15513.32010.0000.0100.5663.5971.846管管段段流流量量初初分分配配计计算算表表（附附表表七七）管管道道编编号号管管径径D D（mmmm）m m管管长长l li（m m）流流量量q q（L/sL/s）m m3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）116000.6802.770269.2800.2690.9521.8731.504226000.6506.500251.4900.2510.8891.6510.836333500.35438.01097.3000.0971.0113.9251.719444000.4501.920112.6300.1130.8962.6861.348556000.6370.050270.0000.2700.9551.8830.697664000.4792.710120.0000.1200.9553.0212.395771500.15438.3103.1450.0030.1780.4220.185883500.35401.99084.7400.0850.8813.0391.222992500.25129.95034.4350.0340.7022.9520.38410102000.2349.39026.5100.0270.8445.3911.88311111500.15739.5605.0000.0050.2830.9960.73712121500.15497.45014.3250.0140.8116.9993.48213131500.15850.8504.2050.0040.2380.7230.61514143000.3271.06058.4750.0580.8273.2390.87815152500.25213.38033.4100.0330.6812.7910.59616162000.2354.02025.9600.0260.8265.1851.83617171500.15453.06018.2450.0181.03210.9544.96318181500.15304.4808.0000.0080.4532.3790.72419191500.15925.0206.9250.0070.3921.8211.68520203000.3501.92069.2100.0690.9794.4252.22121213500.35657.08086.9400.0870.9043.1872.09422221500.15501.92010.0000.0100.5663.5971.80523231500.15657.0802.6400.0030.1490.3050.20124244000.4521.610130.0000.1301.0353.5031.82725253500.35250.55081.1850.0810.8442.8070.70326263500.35776.43090.0000.0900.9353.3972.63827272500.25653.18036.1750.0360.7373.2342.11228281500.15513.32010.0000.0100.5663.5971.846双管，这里只有一段消消防防管管径径修修改改后后 最最高高日日最最高高时时管管段段流流量量分分配配统统计计表表（附附表表二二十十一一）管管道道编编号号管管径径D D（mmmm）m m管管长长l li（m m）流流量量q q（L/sL/s）m m3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）116000.6802.770269.2800.2690.9521.8731.504226000.6506.500247.6030.2480.8761.6040.812333500.35438.01088.6900.0890.9223.3061.448444000.4501.920121.7490.1220.9693.1031.557556000.6370.050273.8870.2740.9691.9330.715664000.4792.710124.7230.1250.9933.2452.572771500.15438.3106.5410.0070.3701.6390.718883500.35401.99086.0670.0860.8953.1281.257992500.25129.95035.7620.0360.7293.1660.41110102000.2349.39027.8370.0280.8865.9012.06211111500.15739.5608.6930.0090.4922.7752.05312121500.15497.45010.6320.0110.6024.0292.00413131500.15850.85011.7770.0120.6664.8694.14314143000.3271.06063.7070.0640.9013.7961.02915152500.25213.38033.1970.0330.6762.7580.58916162500.25354.02025.7470.0260.5251.7230.61017172500.25453.06018.0320.0180.3670.8910.40418182000.2304.4807.7870.0080.2480.5580.17019192500.25925.0207.1380.0070.1450.1600.14820203000.3501.92064.6660.0650.9153.9021.95921213500.35657.08082.3960.0820.8562.8851.89622221500.15501.9209.3120.0090.5273.1521.58223231500.15657.0807.3970.0070.4192.0581.35224244000.4521.610124.7680.1250.9933.2471.69425253500.35250.55093.9890.0940.9773.6820.92226263500.35776.43077.7060.0780.8082.5882.01027272000.2653.18024.9100.0250.7934.8043.13828281500.15513.32012.3670.0120.7005.3312.736千千米米水水头头损损失失（m m）1.8731.6043.3063.1031.9333.2451.6393.1283.1665.9012.7754.0294.8693.7962.7581.7230.8910.5580.1603.9022.8853.1522.0583.2473.6822.5884.8045.331消消防防管管径径修修改改后后 最最高高日日最最高高时时管管段段流流量量分分配配统统计计表表（附附表表二二十十一一）最最高高日日最最高高时时管管段段流流量量分分配配统统计计表表（附附表表九九）管管道道编编号号管管径径D D（mmmm）m m管管长长l li（m m）流流量量q q（L/sL/s）m m3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）116000.6802.770269.2800.2690.9521.8731.504226000.6506.500247.5430.2480.8761.6030.812333500.35438.01088.6550.0890.9213.3041.447444000.4501.920120.5790.1210.9603.0481.530556000.6370.050273.9470.2740.9691.9340.716664000.4792.710124.6980.1250.9923.2432.571771500.15438.3106.5160.0070.3691.6270.713883500.35401.99086.0670.0860.8953.1281.257992500.25129.95035.7620.0360.7293.1660.41110102000.2349.39027.8370.0280.8865.9012.06211111500.15739.5609.0110.0090.5102.9662.19412121500.15497.45010.3140.0100.5843.8091.89513131500.15850.85011.7800.0120.6674.8724.14514143000.3271.06062.4770.0620.8843.6610.99215152500.25213.38030.1510.0300.6142.3080.49216162000.2354.02022.7010.0230.7234.0451.43217171500.15453.06014.9860.0150.8487.6093.44718181500.15304.4804.7410.0050.2680.9030.27519191500.15925.02010.1840.0100.5763.7213.44220203000.3501.92065.6800.0660.9294.0162.01621213500.35657.08083.4100.0830.8672.9511.93922221500.15501.9209.5280.0100.5393.2891.65123231500.15657.0809.4290.0090.5343.2262.12024244000.4521.610125.9980.1261.0033.3061.72525253500.35250.55092.7620.0930.9643.5930.90026263500.35776.43077.7270.0780.8082.5902.01127272000.2653.18024.5890.0250.7834.6903.06328281500.15513.32012.6850.0130.7185.5882.868消消防防时时管管段段流流量量初初分分配配计计算算表表（附附表表十十二二）管管道道编编号号管管径径D D（mmmm）m m管管长长l li（m m）流流量量q q（L/sL/s）m m3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）116000.6802.770314.2950.3141.1122.4942.002226000.6506.500291.4900.2911.0312.1701.099333500.35438.010127.3000.1271.3236.4572.828444000.4501.920132.6300.1331.0553.6361.825556000.6370.050320.0000.3201.1322.5790.954664000.4792.710130.0000.1301.0353.5032.777771500.15438.31010.8200.0110.6124.1621.824883500.35401.99087.0650.0870.9053.1951.284992500.25129.95036.7600.0370.7493.3310.43310102000.2349.39028.8350.0290.9186.2992.20111111500.15739.5607.3250.0070.4152.0211.49512121500.15497.45012.0000.0120.6795.0422.50813131500.15850.85014.2050.0140.8046.8915.86314143000.3271.060118.4750.1181.67611.9753.24615152500.25213.38086.3350.0861.75916.1943.45516162000.2354.02078.8850.0792.51140.61814.38017171500.15453.06071.1700.0714.027136.26861.73818181500.15304.48060.9250.0613.448102.18431.11319191500.15925.02044.0000.0442.49055.92651.73320203000.3501.92089.2100.0891.2627.0813.55421213500.35657.080106.9400.1071.1124.6763.07222221500.15501.92020.0000.0201.13212.9856.51823231500.15657.08019.7150.0201.11612.6458.30824244000.4521.610160.0000.1601.2735.1462.68425253500.35250.550151.1850.1511.5718.8792.22526263500.35776.43070.0000.0700.7282.1331.65627272000.2653.18023.8500.0240.7594.4322.89528281500.15513.32010.0000.0100.5663.5971.846消消防防时时管管段段流流量量分分配配统统计计表表（附附表表十十四四）管管道道编编号号管管径径D D（mmmm）m m管管长长l li（m m）流流量量q q（L/sL/s）m m3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）116000.6802.770314.2950.3141.1122.4942.002226000.6506.500273.2350.2730.9661.9250.975333500.35438.010110.4410.1101.1484.9632.174444000.4501.920141.9400.1421.1304.1232.069556000.6370.050338.2550.3381.1962.8581.058664000.4792.710128.6040.1291.0233.4342.722771500.15438.3109.1570.0090.5183.0561.339883500.35401.99087.3320.0870.9083.2131.292992500.25129.95037.0270.0370.7543.3760.43910102000.2349.39029.1020.0290.9266.4072.23911111500.15739.5609.5140.0100.5383.2802.42612121500.15497.4509.8110.0100.5553.4721.72713131500.15850.85010.3360.0100.5853.8243.25414143000.3271.060109.5290.1101.55010.3552.80715152500.25213.38076.0160.0761.54912.7932.73016162000.2354.02068.5660.0692.18331.33011.09217171500.15453.06060.8510.0613.443101.95446.19118181500.15304.48050.6060.0512.86472.46422.06419191500.15925.02054.3190.0543.07482.61776.42320203000.3501.920103.7210.1041.4679.3614.69821213500.35657.080121.4510.1211.2625.9183.88922221500.15501.92014.4350.0140.8177.0993.56323231500.15657.08015.5230.0160.8788.1215.33624244000.4521.610168.9460.1691.3445.6922.96925253500.35250.550138.3710.1381.4387.5351.88826263500.35776.43075.2650.0750.7822.4401.89427272000.2653.18025.5300.0260.8135.0273.28428281500.15513.32011.9220.0120.6754.9812.557加加和和215.100修修改改管管径径消消防防时时管管段段流流量量初初分分配配计计算算表表（附附表表十十五五）管管道道编编号号管管径径D D（mmmm）m m管管长长l li（m m）流流量量q q（L/sL/s）m m3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）116000.6802.770314.2950.3141.1122.4942.002226000.6506.500291.4900.2911.0312.1701.099333500.35438.010127.3000.1271.3236.4572.828444000.4501.920132.6300.1331.0553.6361.825556000.6370.050320.0000.3201.1322.5790.954664000.4792.710130.0000.1301.0353.5032.777771500.15438.31010.8200.0110.6124.1621.824883500.35401.99087.0650.0870.9053.1951.284992500.25129.95036.7600.0370.7493.3310.43310102000.2349.39028.8350.0290.9186.2992.20111111500.15739.5607.3250.0070.4152.0211.49512121500.15497.45012.0000.0120.6795.0422.50813131500.15850.85014.2050.0140.8046.8915.86314143000.3271.060118.4750.1181.67611.9753.24615152500.25213.38086.3350.0861.75916.1943.45516162500.25354.02078.8850.0791.60713.7024.85117172500.25453.06071.1700.0711.45011.3245.13018182000.2304.48060.9250.0611.93925.1737.66519192500.25925.02044.0000.0440.8964.6474.29920203000.3501.92089.2100.0891.2627.0813.55421213500.35657.080106.9400.1071.1124.6763.07222221500.15501.92020.0000.0201.13212.9856.51823231500.15657.08019.7150.0201.11612.6458.30824244000.4521.610160.0000.1601.2735.1462.68425253500.35250.550151.1850.1511.5718.8792.22526263500.35776.43070.0000.0700.7282.1331.65627272000.2653.18023.8500.0240.7594.4322.89528281500.15513.32010.0000.0100.5663.5971.846放放大大管管径径后后消消防防时时管管段段流流量量分分配配统统计计表表（附附表表十十七七）管管道道编编号号管管径径D D（mmmm）m m管管长长l li（m m）流流量量q q（L/sL/s）m m3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）116000.6802.770314.2950.3141.1122.4942.002226000.6506.500273.1290.2730.9661.9230.974333500.35438.010110.3220.1101.1474.9532.170444000.4501.920141.4990.1411.1264.0992.057556000.6370.050338.3610.3381.1972.8601.058664000.4792.710128.6170.1291.0243.4352.723771500.15438.3109.1510.0090.5183.0521.338883500.35401.99087.3510.0870.9083.2151.292992500.25129.95037.0460.0370.7553.3790.43910102000.2349.39029.1210.0290.9276.4152.24111111500.15739.5609.5160.0100.5383.2812.42712121500.15497.4509.8090.0100.5553.4711.72713131500.15850.85010.3420.0100.5853.8283.25714143000.3271.060108.9830.1091.54210.2592.78115152500.25213.38072.9680.0731.48611.8592.53116162500.25354.02065.5180.0661.3359.7153.43917172500.25453.06057.8030.0581.1787.7033.49018182000.2304.48047.5580.0481.51415.9114.84519192500.25925.02057.3670.0571.1697.5967.02620203000.3501.920105.2240.1051.4899.6144.82521213500.35657.080122.9540.1231.2786.0553.97822221500.15501.92013.4780.0130.7636.2523.13823231500.15657.08017.0680.0170.9669.6826.36224244000.4521.610169.4920.1691.3495.7262.98725253500.35250.550137.8300.1381.4337.4811.87426263500.35776.43075.2460.0750.7822.4391.89327272000.2653.18025.5220.0260.8125.0253.28228281500.15513.32011.9050.0120.6744.9682.550加加和和78.707千千米米水水头头损损失失（m m）2.4941.9234.9534.0992.8603.4353.0523.2153.3796.4153.2813.4713.82810.25911.8599.7157.70315.9117.5969.6146.0556.2529.6825.7267.4812.4395.0254.968事事故故时时管管段段流流量量初初分分配配计计算算表表（附附表表二二十十四四）管管道道编编号号管管径径D D（mmmm）m m管管长长l li（m m）流流量量q q（L/sL/s）m m3/s/s流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）116000.6802.770377.01300.3771.3333.4942.80522#VALUE!506.500#VALUE!#VALUE!#VALUE!#VALUE!333500.35438.010110.23150.1101.1464.9462.166444000.4501.920252.74200.2532.01112.0016.024556000.6370.050365.04300.3651.2913.2911.218664000.4792.71086.29850.0860.6871.6401.300771500.15438.3105.00000.0050.2830.9960.437883500.35401.99058.81800.0590.6111.5450.621992500.25129.95023.60450.0240.4811.4670.19110102000.2349.39018.05700.0180.5752.6470.92511111500.15739.5606.00000.0060.3401.3971.03312121500.15497.4507.52750.0080.4262.1261.05713131500.15850.85013.64500.0140.7726.3965.44214143000.3271.06038.79050.0390.5491.5140.41015152500.25213.38023.78700.0240.4851.4880.31716162500.25354.02018.57200.0190.3780.9410.33317172500.25453.06013.17150.0130.2680.4980.22618182000.2304.4806.00000.0060.1910.3440.10519192500.25925.0204.44750.0040.0910.0670.06220203000.3501.92037.58900.0380.5321.4290.71721213500.35657.08050.00000.0500.5201.1440.75222221500.15501.92020.00000.0201.13212.9856.51823231500.15657.08012.30600.0120.6965.2823.47124244000.4521.61093.14200.0930.7411.8890.98625253500.35250.55065.38900.0650.6801.8800.47126263500.35776.43050.00000.0500.5201.1440.88827272000.2653.18012.12100.0120.3861.2650.82628281500.15513.32010.00000.0100.5663.5971.846事事故故时时管管段段流流量量分分配配统统计计表表（附附表表二二十十六六）管管道道编编号号管管径径D D（mmmm）m
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