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Minimum L/D for DarcyûWeisbach equation

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Wilbur55

Mechanical
Mar 7, 2012
57
Is there some value of L/D for which the Darcy–Weisbach equation is applicable?

At what point does 'relative roughness' become meaningless?

Is there any expectation of accuracy in calculating the pressure drop through a 10-foot steel duct that is 5 feet long?

Seemingly not because the flow is not close to "fully developed" in such a short length.

For such a short duct, how meaningful are the friction factor based on e/D (in this example = 0.15/10 = 0.015) and the pressure drop based on L/D (in this example = 0.5)?

If using an orifice equation, what is an appropriate value for C_d, coefficient of discharge for the incompressible flow equation in Wikipedia:

Or is some other calculation more appropriate for this situation?
 
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What is you velocity and reynolds number inside the duct? If not very high, I wouldn't worry too much about the accuracy of Darcy Weisbach. If it's high enough I would treat the entry as an exit "minor" loss with the appropriate k factor. Depending on the velocity, the "minor" pressure drop could end up being significant.
 
I agree, and would treat it as a fitting taking into account what is happening upstream and downstream.
 
So dynamic losses in this situation are far more significant than whatever friction loss might be calculated with the Darcy–Weisbach equation.

For a conduit between reservoirs I don't imagine the flow is fully developed if L/D < 10. There may be a better limit, but I suppose L/D = 0.5 for a conduit between reservoirs isn't even close to an appropriate application of the Darcy–Weisbach equation.

Thanks.
 
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