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毕业设计一水力计算表8.xls

2024-08-17

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附录4系统水利计算表热负荷流量管长管径截面积密度流速动压局部阻力运动粘度雷诺数阻力系数比摩阻沿程阻力总阻力QGLDAρV⊿Pd⊿PZνReλR⊿Py⊿P每栋立管水利计算01栋1～2197061694.723.3500.00196349510000.2428.7425.270.00000048724615.330.0315.3250.5475.812～3159201369.122.9500.00196349510000.1918.7614.610.00000048719886.130.0310.0829.2243.833～4123321060.552.9400.00125663710000.2327.4827.370.00000048719255.320.0318.8854.7582.124～59004774.342.9320.00080424810000.2735.7649.440.00000048717573.680.0334.0998.87148.315～65929509.892.9320.00080424810000.1815.5124.200.00000048711572.000.0316.6948.3972.596～72854245.442.9250.00049087410000.149.6515.260.0000004877130.030.0310.5230.5245.7802栋1～2144891246.053.3500.00196349510000.1815.5413.910.00000048718098.620.038.4327.8241.722～3118551019.532.9400.00125663710000.2325.3926.500.00000048718510.520.0318.2853.0079.503～49348803.932.9400.00125663710000.1815.7916.480.00000048714596.070.0311.3632.9549.434～57083609.142.9320.00080424810000.2122.1329.260.00000048713824.340.0320.1858.5287.795～65024432.062.9320.00080424810000.1511.1316.040.0000004879805.660.0311.0632.0848.136～72965254.992.9250.00049087410000.1410.4120.590.0000004877407.330.0314.2041.1961.7803栋1～2144891246.053.3500.00196349510000.1815.5413.990.00000048718098.620.038.4827.9741.962～3118551019.532.9400.00125663710000.2325.3924.970.00000048718510.520.0317.2249.9474.913～49348803.932.9400.00125663710000.1815.7916.480.00000048714596.070.0311.3632.9549.434～57083609.142.9320.00080424810000.2122.1329.260.00000048713824.340.0320.1858.5287.795～65024432.062.9320.00080424810000.1511.1316.040.0000004879805.660.0311.0632.0848.136～72965254.992.9250.00049087410000.1410.4120.590.0000004877407.330.0314.2041.1961.7804栋1～2145001247.003.3500.00196349510000.1815.5614.010.00000048718112.360.038.4928.0142.022～3118461018.762.9400.00125663710000.2325.3624.940.00000048718496.470.0317.2049.8874.813～49561822.252.9400.00125663710000.1816.5217.140.00000048714928.650.0311.8234.2851.424～57482643.452.9320.00080424810000.2224.7032.210.00000048714603.090.0322.2164.4296.625～65403464.662.9320.0

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