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Minor Loss for Flow through Tee

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jgarton

Civil/Environmental
Jul 29, 2004
1
Does anyone have any sources for a minor loss through a tee with no flow to the tee itself? Seems like the loss would be almost negligible, especially in my case where the branch is about 1/4 of the main line. But I would really like something to back that up.

Thanks in advance!
 
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An old Crane Co. nomograph I have shows a straight thru tee the same as a long sweep elbow.

Also, Crane technical paper 410 gives the resistance coefficient of a flow thru run tee as K=20(f sub t) and a r/d=1 elbow as the same.
 
If you want the real skinny on head loss then the best bet is to go to the top: "Handbook of Hydraulic resistance: by I. E. Idelchik, if it isn't in there it isn;t anywhere!

Tim
 
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