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Help me SWAG a head loss

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MintJulep

Mechanical
Jun 12, 2003
9,985
I get to play piping engineer today.

I've got a horrible existing configuration and need to SWAG the head loss.

12 inch diameter schedule 80 manifold, oriented vertically. Off of that are six 4 inch take offs welded at 90 degrees and evenly spaced.

Blind Flange
[]
[]------ 6x 4 inch out
[]------
[]------
[]------
[]------
[]------
[]============12 inch in(actually 180 degrees opposite)
blind flange


Total flow is 3,000 gpm water. I know it's not true, but just assume equally divided between the 6 outlets.

What is the head loss for the the 12" manifold to 4" take off? Flow is reversible, so if it's different for each direction what is it for both?

I can't find a similar configuration in my Cameron.
 
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It sounds like you are not going to evaluate the maldistribution, so a simple approach is to characterize an average head loss as a 4" branch tee with 500 gpm flow plus half the length of the manifold with 3000 gpm flow in 12" pipe.

Good luck,
Latexman

Need help writing a question or understanding a reply? forum1529
 
I elected to treat as 12" branch-flow tee + "sudden contraction".

Does that sound horribly wrong to anyone?
 
You might add 1 to the K-factor for a right angle turn, and compare to results without. The debate is which diameter to use when accounting for the turn.
 
Virtual LPS for Latexman.

Chasing down one of the referenced sources from that paper now. Thanks!
 
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