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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47自由水头(m):10.00最大管径(mm):700.00最小管径(mm):150.00最大流速(m/s):3.367最小流速(m/s):0.057水压最低点47压力(m):46.80节点流量(L/s)节点压力(m)-563.22952.37-568.77050.34Re=V*D/计算温度：10=0.0000013、局部损失系数：1.104、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、平差类型消防校核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)130.36235.20048.75813.558226.25935.15050.32515.175331.06734.90048.71213.812436.93235.05048.68113.631627.32035.05048.38513.335732.56735.35048.16512.815815.81235.33049.22113.891916.71434.79049.52814.7381010.49034.68049.70015.0201114.96534.60049.18014.5801283.66234.45049.22514.7751322.33834.75049.61414.8641428.49434.54049.66115.1211528.20834.99049.78314.793166.49034.00049.60815.6081737.37635.20049.59114.3911827.41534.20049.84915.6491924.25334.85049.42414.57420-563.22936.15052.37316.2232135.83935.30049.95914.6592212.29436.10051.61315.5132315.56034.40048.96914.5692426.74436.80050.05513.2552540.62136.25052.32516.0752632.39134.70049.85315.1532726.23335.15049.61114.4612822.09334.35048.73714.3872921.73535.28048.81313.533303.86034.50048.72514.2253121.93734.95050.01315.0633217.77236.35051.86815.5183323.99734.30050.27415.9743411.70436.35051.61115.26135-568.77035.15050.33915.1893617.61135.70049.81414.1143717.55135.20049.98914.7893831.61136.05048.83312.7833923.24935.50050.03614.536404.94634.80048.80814.0084120.25236.35049.30612.9564229.46935.20048.62813.4284316.36936.40048.19711.7974443.16436.10048.44312.343平差计算节点参数456.63835.00048.32813.328468.39936.90047.14810.2484768.26636.80046.80010.0004830.97035.80048.22912.429管道编号管径(mm)管长(m)流量(L/s)流速(m/s)1-3825064.00026.4030.5011-2515069.00049.2372.5761-2940021.900134.6951.0102-425083.100114.7422.1782-3570014.800342.6130.8513-160081.200179.9720.6064-715097.60015.2200.7964-350063.400102.7830.4956-325096.90046.1230.8756-4515051.6006.6380.3477-4815091.8005.1820.2717-615063.90012.1650.6368-915061.90014.7220.7709-1020068.30022.1910.65310-1525047.40032.6810.62011-1215059.8005.4480.28512-815092.0001.0900.05712-1720078.60030.5390.89913-1225070.20059.6611.13214-1315033.0007.6400.40014-915064.9009.2440.48415-2140098.700112.7580.84615-1430073.20051.8690.68316-1415050.5006.4900.34017-1815083.10011.5150.60217-2630068.80079.6941.04917-1920060.10023.2930.68618-1330070.50074.3580.97919-11150113.2009.5170.49820-2560035.600281.9070.94921-2235053.600346.5393.36723-2115057.40028.0931.47024-1835059.600113.2881.10125-2060036.200279.4720.94125-2240042.000358.8332.69226-2715059.90013.2290.69226-2415078.10010.4730.54826-3135045.100114.8411.11627-1915071.90010.4770.54828-2315063.60012.5330.65629-2820078.20013.4200.39529-2130068.900169.8502.23630-2815030.0003.8600.202平差计算管道参数31-3720038.40010.7230.31631-3340087.100147.5011.10632-3420022.70048.3441.42332-2530061.300112.6881.48333-260029.200322.0031.08433-2440070.300150.5051.12934-4115079.60036.6401.91735-260015.000228.0070.76836-2720072.20023.4810.69137-3625064.80041.0920.78037-3930033.30047.9200.63138-3215065.50046.5722.43739-4415055.60036.4471.90739-235091.900107.6161.04640-3815038.5004.9460.25941-3815077.80016.3880.85742-4825077.80057.3931.08942-450043.100165.3730.79742-44350108.30078.5110.76343-4425089.50041.4890.78744-4715082.20030.3051.58646-4315075.60025.1201.31447-4615055.00016.7210.87547-48150142.50021.2401.111千米损失(m)管道损失(m)1.1620.07451.6863.5662.5060.05519.7881.6440.9180.0140.5760.0475.2800.5150.4890.0313.3680.3261.1000.0570.6940.0643.4420.2204.9540.3072.5240.1721.7430.0830.7610.0460.0420.0044.6510.3665.5330.3881.4300.0472.0460.1331.7800.1761.6690.1221.0540.0533.1010.2583.8080.2622.7680.1663.3310.2352.1620.2451.3620.04830.8651.65417.2470.9903.4660.2071.3400.04816.9450.7124.0390.2422.5910.2023.5590.1612.5930.1863.6440.2320.9750.07616.6241.1450.4040.012平差计算管道参数0.6410.0252.9870.26011.3070.2577.4560.4571.761
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