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上传时间：2018-01-02
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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) Re=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)水源节点编号流量1扬程1流量2扬程2流量3扬程320612387903290028356123879032900285、管网平差结果特征参数水源点编号节点流量(L/s)节点压力(m)20-560.88352.3235-571.11750.40 最大管径(mm):700.00最小管径(mm):150.00 最大流速(m/s):3.350最小流速(m/s):0.022 水压最低点 47压力(m):46.80 自由水头最低 47自由水头(m):10.00平差计算节点参数节点编号流量(L/s)地面标高(m)节点水压(m)自由水头(m)130.36235.20048.75213.552226.25935.15050.39015.240331.06734.90048.70713.807436.93235.05048.67813.628627.32035.05048.38113.331732.56735.35048.16212.812815.81235.33049.10513.775916.71434.79049.47514.6851010.49034.68049.66014.9801114.96534.60049.09414.4941283.66234.45049.10514.6551322.33834.75049.59114.8411428.49434.54049.62715.0871528.20834.99049.74714.757166.49034.00049.57315.5731737.37635.20049.71914.5191827.41534.20049.87915.6791924.25334.85049.50814.65820-560.88332.80052.31519.5152135.83935.30049.92414.6242212.29436.10051.56215.4622315.56034.40048.95014.5502426.74436.80050.10713.3072540.62136.25052.26716.0172632.39134.70049.94315.2432726.23335.15049.69114.5412822.09334.35048.72714.3772921.73535.28048.80513.525303.86034.50048.71414.2143121.93734.95050.09115.1413217.77236.35051.81415.4643323.99734.30050.33916.0393411.70436.35051.56015.21035-571.11732.80050.40417.6043617.61135.70049.88914.1893717.55135.20050.06114.8613831.61136.05048.82412.7743923.24935.50050.10614.606404.94634.80048.79913.9994120.25236.35049.28412.9344229.46935.20048.62613.4264316.36936.40048.19811.7984443.16436.10048.44412.344456.63835.00048.32413.324468.39936.90047.14810.2484768.26636.80046.80010.0004830.97035.80048.22712.427平差计算管道参数管道编号管径(mm)管长(m)流量(L/s)流速(m/s)1-3825064.00025.8230.4901-2515069.00048.8732.5571-2940021.900132.4500.9942-425083.100117.1422.2232-3570014.800344.2370.8553-160081.200176.7840.5954-715097.60015.2240.7974-350063.40099.6260.4806-325096.90046.0910.8756-4515051.6006.6380.3477-4815091.8005.2100.2737-615063.90012.1330.6358-915061.90016.2370.8499-1020068.30023.0420.67810-1525047.40033.5320.63611-1215059.8002.4180.12612-815092.0000.4250.02212-1715078.60018.6670.97713-1225070.20066.9881.27114-1315033.0006.6090.34614-915064.9009.9090.51815-2140098.700113.2420.84915-1430073.20051.5020.67816-1415050.5006.4900.34017-1815083.1008.9590.46917-2630068.80073.4840.96717-1920060.10026.3990.77718-1330070.50082.7161.08919-11150113.20012.5470.65620-2560035.600280.5470.94421-2235053.600344.7793.35023-2115057.40027.8601.45824-1835059.600119.0901.15725-2240042.000357.0732.67825-2060036.200278.1280.93626-2715059.90013.5010.70626-2415078.1009.3670.49026-3135045.100110.0091.06927-1915071.90010.4010.54428-2315063.60012.3000.64429-2130068.900167.8382.20929-2820078.20013.6530.40230-2815030.0003.8600.20231-3720038.40011.9040.35031-3340087.100143.8501.07932-3420022.70048.1091.41632-2530061.300112.1081.47633-260029.200323.0481.08733-2440070.300155.2011.16434-4115079.60036.4051.90535-260015.000229.0870.77136-2720072.20023.1330.68137-3625064.80040.7440.77337-3930033.30046.3910.61138-3215065.50046.2272.41939-4415055.60037.2341.94839-235091.900106.8741.03840-3815038.5004.9460.25941-3815077.80016.1530.84542-4825077.80057.4011.09042-44350108.30077.7420.75542-450043.100164.6130.79343-4425089.50041.4980.78844-4715082.20030.3151.58646-4315075.60025.1291.31547-4615055.00016.7300.87547-48150142.50021.2211.110千米损失(m)管道损失(m)1.1150.07150.9383.5152.4260.05320.6081.7120.9260.0140.5570.0455.2830.5160.4610.0293.3640.3261.1000.0570.7010.0643.4250.2195.9770.3702.7110.1851.8300.0870.1730.0100.0080.0017.8160.6146.9250.4861.0910.0362.3330.1511.7940.1771.6460.1211.0540.0531.9290.1603.2560.2243.5170.2114.0920.2883.6510.4131.3500.04830.5571.63816.9700.9743.8180.22816.7820.7051.3270.0484.1990.2522.0980.1643.2750.1482.5570.1843.5160.22416.2401.1191.0070.0790.4040.012平差计算管道参数0.7790.0302.8460.24811.2010.2547.3810.4521.7720.0523.2970.23228.5962.2760.9140.0142.7320.1972.6550.1721.3490.04545.6632.99129.8821.6613.0970.2850.6370.0255.9190.4605.1350.4001.6790.1821.2010.0522.7500.24620.0021.64413.8871.0506.3310.34810.0111.427管径（mm）管长（m）管道指标（元/100m）造价（元）8001706.32459054195877.015
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