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毕业设计水力计算表.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总立管1单元A1～23357.94288.783200.000314159983.10.2633.1677.430.00000048710666.510.0351.62154.86232.292～37277.25625.843200.000314159983.10.56155.74299.720.00000048723116.210.03199.81599.44899.163～411040.43949.483250.000490874983.10.55146.82215.370.00000048728055.980.02143.58430.73646.104～514803.611273.113320.000804248983.10.4598.34111.390.00000048729389.830.0274.26222.78334.175～618566.791596.743320.000804248983.10.56154.69165.570.00000048736860.930.02110.38331.15496.726～722329.971920.383400.001256637983.10.4391.6579.240.00000048735465.620.0252.83158.48237.727～826093.152244.013400.001256637983.10.50125.14104.060.00000048741442.500.0269.38208.13312.19312.191单元B1～24157.43357.543200.000314159983.10.3250.83112.520.00000048713206.090.0375.01225.03337.552～38323.3715.803200.000314159983.10.64203.73379.130.00000048726439.000.02252.76758.271137.403～412348.411061.963250.000490874983.10.61183.67261.980.00000048731379.820.02174.65523.96785.954～516373.521408.123320.000804248983.10.49120.30132.880.00000048732506.600.0288.59265.76398.635～620398.631754.283320.000804248983.10.62186.72195.210.00000048740497.710.02130.14390.42585.646～724423.742100.443400.001256637983.10.47109.6492.690.00000048738791.060.0261.80185.39278.087～828448.852446.603400.001256637983.10.55148.76121.060.00000048745183.940.0280.71242.12363.18363.182单元A1～22866.83246.553200.000314159983.10.2224.1758.710.0000004879106.500.0339.14117.42176.142～36082.84523.123200.000314159983.10.47108.81219.010.00000048719322.170.03146.01438.02657.033～49209.73792.043250.000490874983.10.46102.17156.810.00000048723403.800.03104.54313.63470.444～512336.621060.953250.000490874983.10.61183.32261.540.00000048731349.860.02174.36523.09784.635～615463.511329.863320.000804248983.10.47107.30120.220.00000048730699.940.0280.15240.45360.676～718590.41598.773320.000804248983.10.56155.08165.940.00000048736907.800.02110.63331.89497.837～821717.291867.693400.001256637983.10.4286.6975.470.

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