Headloss Calculation for Pipe Quadfurcation & Junction

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The discussion focuses on calculating headloss in a pipe system where a single pipe splits into four smaller pipes and then rejoins. The original poster is seeking loss coefficients for the quadfurcation and junction to complete their design assignment. It is suggested that a nodal analysis, such as the Hardy-Cross Method, may be necessary to address the parallel flow situation. Additionally, there is a reminder to follow forum rules regarding posting in the appropriate sections. Accurate loss coefficients and analysis methods are crucial for effective headloss calculations in complex pipe systems.
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Hey I am designing a pipe system for a class and am required to calculate headloss. At one point in the design, a pipe splits into 4 smaller pipes and then these rejoin to recreate a pipe at the original pipe. I can't seem to find the loss coefficients associated with the quadfurcation and junction associated with this system. Anyone have the data for this?
 
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Colom08 said:
Hey I am designing a pipe system for a class and am required to calculate headloss. At one point in the design, a pipe splits into 4 smaller pipes and then these rejoin to recreate a pipe at the original pipe. I can't seem to find the loss coefficients associated with the quadfurcation and junction associated with this system. Anyone have the data for this?

Welcome to the forum.

First:
Please read the rules on posting located at the top. This type of question goes in the homework section. :smile:

Second:
You will have to perform some type of nodal analysis (e.g. Hardy-Cross Method) to solve your problem since this is a parallel flow.

CS
 

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