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Pressure drop through a reducing tee

Pressure drop through a reducing tee

Pressure drop through a reducing tee

(OP)
How would you calculate the pressure drop through a reducing tee (2" run with 1" branch)? I can calculate the pressure drop through a tee using Darcy Weisbach equation with an equivalent length for the tee, but I'm not sure how to treat a reducing tee. I suppose I could just calculate the pressure drop through a tee + the pressure drop through a reducer and model the pipe as such, but there must be a better way.

Thanks

RE: Pressure drop through a reducing tee

If you can, try to obtain the book "Pipe Flow - A Practical and Comprehensive Guide" by D.Rennels and H.Hudson. Chapter 16 is dedicated to tees and it covers all possible flow combinations for converging and diverging tees. A great resource.

Dejan IVANOVIC
Process Engineer, MSChE

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