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DescriptionThis example retains the focus on Laminar Flow as in Example 1, but it extends the scope by including some pipe fittings and a change in elevation. The entrance and exit effects are still excluded.
Flow of Fluids through Valves, Fittings, and Pipe. 1999, Crane Co., TP410M, Page 4-5, Example 4-9
Fluid Details
Flow rate : | 2300 liter/minute |
Phase : | Liquid (incompressible) |
Density : | 899 kg/m³ |
Viscosity : | 450 centipoise |
Inside diameter : | 128.2 mm (5.05") |
Roughness : | Not required |
Straight length : | 85 m |
Elevation change : | +15 m |
Fittings : | 1 x gate valve |
1 x angle globe valve | |
1 x weld elbow (r/d=1) |
The total pressure drop over the system, as well as the individual pressure drops due to the straight pipe, the fittings and the change in elevation.
Download LinkYou can run this example in AioFlo by downloading and opening the data file.
Comparison of Results
Calculated Item | Reference | AioFlo |
---|---|---|
Reynolds Number | 760 | 760.6 |
Flow Regime | Laminar | Laminar |
Pressure Drop, total (bar) | 3.64 | 3.756 |
Pressure Drop, pipe (bar) | 2.21 | 2.212 |
Pressure Drop, fittings (bar) | 0.113 | 0.222 |
Pressure Drop, elevation (bar) | 1.322 | 1.322 |
The AioFlo and Reference results look very close, but careful scrutiny is required to see the problem area. As mentioned in the Discussion of Example 1, the pressure drop due to friction in straight pipe can be solved analytically and of course the pressure drop due to change in elevation can also be solved analytically. It is therefore not surprising that there is close agreement for these two parameters.
While the pressure drops calculated for the fittings are fairly close in absolute terms, they are different by a factor of almost 2. When the resistance coefficients (K values) for the elbows and valves are scrutinized more closely it becomes evident that the Crane solution uses the values calculated for fully developed Turbulent Flow, and assumes that they do not change for Laminar Flow. AioFlo uses the Darby 3K method to calculate the fitting resistance coefficients, and this method takes the Reynolds Number into account. In this particular example the differences in the calculated pressure drops are masked by the much larger pressure drops due to the pipe friction and the elevation change, However, under different circumstances these errors could be significant. The question of how resistance coefficients vary in Laminar Flow will be examined further in Example 3