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附表二:给水管网消防时平差计算

来源:飒榕旅游知识分享网
环号管段编号管长(m)管径(mm)1-21-52-6605770680600450600450400流量初分配q(L/s)-165.99350.56-196.72110.68v(m/s)1.041.241.240.88h(m)-2.032.46-3.141.72-1.009.87s∣q∣0.0120.0070.0160.0160.051q(L/s)-156.12360.43-176.22117.08第

15-62-32-63-826-77-81115680720675700450450350300400155.02196.72-72.1417.31-132.070.971.240.750.241.053.303.14-1.820.28-2.782.12-10.640.0210.0160.0250.0160.0210.100144.38176.22-67.6310.94-164.063-43-84-938-9915720505700600350900600362.3272.14-851.93-375.021.280.751.341.333.121.82-1.11-2.561.27-15.150.0090.0250.0010.0070.042347.1767.63-867.08-376.455-65-106-11410-11600775735605400400200300-110.68134.06-30.7568.360.881.070.990.97-1.723.16-6.462.99-2.020.0140.0240.2100.0440.291-117.08137.52-23.0271.82第一次平差h(m)-1.231.82-1.731.270.13-1.881.961.73-1.060.07-2.77-0.060.502.011.06-0.84-1.790.44-8.12-1.272.21-2.242.100.810.0110.0160.0970.0290.154-117.82134.90-28.5169.200.0060.0160.0010.0050.027339.0559.01-875.20-399.400.0140.0100.0160.0070.0170.063144.88178.60-59.018.57-162.25s∣q∣0.0080.0050.0100.0110.034q(L/s)-158.01358.54-178.60117.82第

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