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建筑给排水管道水力计算

2020-08-10 来源:客趣旅游网
环状网计算

环号

管段管长管径q第1次校正1000ihsq1I

234

5II

4768III

961011IV

91312581114V

201918171615A1-A21594.3A1-B11516.8B1-B21812.5A2-B2

1484.3

A2-A31544.6A2-B21484.3B2-B31394.4A3-B31428.6A3-A41530.2A4-B41404.8A3-B31428.6B3-B41433A4-A51215.1A4-B41404.8B4-B5977.8B5-A51380.9A2-A31544.6A3-A41530.2A4-A51215.1A5-C61634.6A2-C11793.8C1-C2488.8C2-C3993.8C3-C41501.1C4-C51264.8C5-C61632.71000896.19600-335.47600-266.32350

83.11

700413.43350-83.11500-200.1730060.94

600272.6930065.53300-60.94450-146.63

400132.46300-65.53250-41.661003.22

700-413.43600-272.69400-132.46350-86.18600304.64600285.21600251.91500184.80400101.2225023.28

1.4072.2432.928-4.4411.893-3.4313.2824.871-0.7584.36

1.9983.0863.282-4.8712.807-3.9143.9955.7070.008-0.02

1.9983.0574.5716.4213.995-5.7072.671-3.828-0.0570.12

3.9934.8524.571-6.4215.019-4.9084.5186.239-0.2380.05

1.998-3.0861.998-3.0573.993-4.8523.510-5.7372.4554.4042.1721.0621.7241.7132.4203.6332.4243.0661.7332.829-0.0250.04

0.0030.0130.0130.059

0.0870.0070.0590.0200.094

0.1790.0110.0980.0940.026

0.2290.0370.0980.1181.938

2.190.0070.0110.0370.0670.0140.0040.0070.0200.0300.122

0.318q第2次校正1000ihsq900.55-331.11-261.9687.49

413.37-87.49-200.1960.80

272.7765.60-60.80-146.51132.47-65.60-41.613.27-413.37-272.77-132.47-86.14304.68285.25251.95184.84101.2623.321.4242.2702.847-4.3181.854-3.3603.6025.346-0.0621.998

3.0863.602-5.3462.808-3.9153.978

5.683-0.4921.9993.0594.5806.4343.978-5.6832.667

-3.822-0.0123.9934.8524.580-6.4345.007-4.8964.645

6.414-0.0641.998-3.0861.999-3.0593.993-4.8523.507-5.7332.4564.4062.1721.0621.7251.7142.4213.6342.4263.0681.738

2.838-0.008

0.0030.0130.0130.061

0.0900.0070.0610.0200.0930.1820.0110.0980.0930.0260.2290.0370.0980.1181.9612.2140.0070.0110.0370.0670.0140.0040.0070.0200.0300.1220.319

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