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水源节点编号流量1扬程1流量2扬程2流量3扬程32061238790329002835612387903290028水源点编号2035自由水头最低46自由水头(m):28.00最大管径(mm):700.00最小管径(mm):150.00最大流速(m/s):2.158最小流速(m/s):0.021水压最低点47压力(m):64.89节点流量(L/s)节点压力(m)-364.70066.89-364.70065.89Re=V*D/计算温度：10=0.0000013、局部损失系数：1.204、水源点水泵参数:水源点水泵杨程单位(m)，水源点水泵流量单位:(立方米/小时)5、管网平差结果特征参数平差计算依据和结果1、平差类型事故校核2、计算公式柯尔勃洛克公式1.0/0.5=-2.0*lgk/(3.7*D)+2.5/(Re*0.5)节点编号流量(L/s)地面标高(m)节点水压(m)自由水头(m)121.25335.20065.18029.980218.38135.15065.87930.729321.74734.90065.16130.261425.85235.05065.15230.102619.12435.05064.99529.945722.79735.35064.90629.556811.06835.33065.45730.127911.70034.79065.53630.746107.34334.68065.60530.9251110.47534.60065.43330.8331227.06334.45065.50431.0541315.63734.75065.59330.8431419.94634.54065.59331.0531519.74634.99065.64230.652164.54334.00065.56331.5631726.16335.20065.56630.3661819.19134.20065.67731.4771916.97734.85065.48330.63320-364.70036.15066.88630.7362125.08735.30065.72030.420228.60636.10066.47230.3722310.89234.40065.24530.8452418.72136.80065.76128.9612528.43536.25066.79930.5492622.67434.70065.66630.9662718.36335.15065.54130.3912815.46534.35065.14930.7992915.21435.28065.20329.923302.70234.50065.14230.6423115.35634.95065.73530.7853212.44036.35066.57830.2283316.79834.30065.85631.556348.19336.35066.45430.10435-364.70035.15065.88630.7363612.32835.70065.63329.9333712.28635.20065.71930.5193822.12836.05065.20429.1543916.27435.50065.74330.243403.46234.80065.19030.3904114.17636.35065.38429.0344220.62835.20065.13429.9344311.45836.40065.02328.6234430.21536.10065.08628.986平差计算节点参数454.64735.00064.96329.963465.87936.90064.90028.0004716.28636.80064.89328.0934821.67935.80064.98929.189管道编号管径(mm)管长(m)流量(L/s)流速(m/s)1-3825064.00013.5650.2571-2515069.00031.4591.6461-2940021.90082.1580.6162-425083.10072.2771.3722-3570014.800219.1860.5443-160081.200105.9290.3574-715097.6009.8580.5164-350063.40053.2020.2566-325096.90030.9800.5886-4515051.6004.6470.2437-4815091.8005.7290.3007-615063.9007.2100.3778-915061.9006.8870.3609-1020068.30012.9980.38310-1525047.40020.3410.38611-1215059.8006.6100.34612-815092.0004.1810.21912-1720078.60011.4740.33813-1225070.20026.3810.50114-1315033.0000.4050.02114-915064.9005.5890.29215-2140098.70070.5690.52915-1430073.20030.4830.40116-1415050.5004.5430.23817-1815083.1007.0290.36817-2630068.80046.0810.60717-1920060.10015.4730.45518-1330070.50041.6130.54819-11150113.2003.8650.20220-2560035.600364.5531.22721-2235053.600222.0882.15823-2115057.40018.3810.96224-1835059.60067.8320.65925-2240042.000230.6941.73026-2415078.1006.6900.35026-2715059.9008.9330.46726-3135045.10070.9970.69027-1915071.9005.3700.28128-2315063.6007.4890.39229-2130068.900108.0501.42229-2820078.20010.6780.31430-2815030.0002.7020.14131-3720038.4008.1070.239平差计算管道参数31-3340087.10094.4600.70932-3420022.70031.8100.93632-2530061.30073.9650.97433-260029.200204.5010.68833-2440070.30093.2430.69934-4115079.60023.6181.23635-260015.000145.6610.49036-2720072.20014.8000.43637-3625064.80027.1280.51537-3930033.30031.3070.41238-3215065.50029.7141.55539-4415055.60022.1071.15739-235091.90069.6880.67740-3815038.5003.4620.18141-3815077.8009.4410.49442-4825077.80032.2810.61342-450043.10089.7690.43342-44350108.30036.8590.35843-4425089.50019.2680.36644-4715082.2009.4830.49646-4315075.6007.8100.40947-4615055.0001.9300.10147-48150142.5004.8730.255千米损失(m)管道损失(m)0.3650.02323.4551.6181.0590.0238.7560.7280.4260.0060.2310.0192.5200.2460.1550.0101.7170.1660.6190.0320.9120.0841.4000.0891.2850.0801.0020.0680.7760.0371.1900.0710.5100.0470.7940.0621.2660.0890.0080.0000.8710.0570.7930.0780.6650.0490.5940.0301.3350.1111.4530.1001.3900.0841.1970.0840.4420.0502.4430.08714.0340.7528.2770.4751.4110.0847.7750.3271.2170.0952.0930.1251.5400.0690.8090.0581.5030.0967.4950.5160.6940.0540.2300.0070.4170.016平差计算管道参数1.3830.1205.4880.1253.5970.2210.8020
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