Bernoulli equation and parallel pipe branch

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The discussion centers on the application of the Bernoulli equation to analyze flow through a pipe with a parallel branch. It explores how flow establishes between points in the pipe, particularly when considering scenarios with horizontal and vertical branches. The participants debate the implications of pressure differences and head losses, questioning whether flow will move from the higher pressure point to the lower pressure point or if it will reverse direction. They emphasize that flow behavior is influenced by friction losses and the geometry of the system, leading to confusion about expected flow patterns. Ultimately, the conversation seeks to clarify how these factors affect flow establishment and the overall pressure conditions in the system.
  • #31
With an external tool like Paraview it should be possible, but I've never used it so far and it's rather complicated. At least I didn't manage to do it yet and would need some time to learn it first (it's not as intuitive as I hoped). If anybody is experienced enough I could upload the measurement data, though.
 
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  • #32
axim said:
With an external tool like Paraview it should be possible, but I've never used it so far and it's rather complicated. At least I didn't manage to do it yet and would need some time to learn it first (it's not as intuitive as I hoped). If anybody is experienced enough I could upload the measurement data, though.
Ideally, I would stretch this system out horizontally to allow the flow to fully develop in each section too.
 

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