Finding pressure in a branch with known flows

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    Branch Pressure
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Discussion Overview

The discussion revolves around the calculation of pressure in a branching pipe system with known inflows and outflows. Participants explore equations governing fluid flow and pressure, and the implications of pressure measurements in a closed loop system with multiple branches.

Discussion Character

  • Technical explanation
  • Debate/contested
  • Experimental/applied

Main Points Raised

  • One participant presents equations that describe flow and pressure in pipes, seeking similar equations for pressure at a branch with known inflows and outflows.
  • Another participant describes a closed loop system with three branches, questioning the accuracy of flow measurements after pressure regulators.
  • Some participants suggest that flow into the loop equals flow out of the loop, implying that pressure influences flow distribution among branches.
  • Concerns are raised about back pressure affecting flow meter readings at the recombination point of the branches.
  • A later reply introduces Bernoulli's equation as a potential tool for analyzing pressure in incompressible flow scenarios, contingent on flow conditions.

Areas of Agreement / Disagreement

Participants express differing views on the accuracy of flow measurements and the effects of pressure on flow distribution. There is no consensus on the implications of back pressure or the applicability of Bernoulli's equation in this context.

Contextual Notes

The discussion includes assumptions about flow conditions, the impact of pressure regulators, and the nature of the fluid flow (incompressible vs. compressible) that remain unresolved.

Nevonis
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Hey!

So we have these equations that describe flow through and pressure in a pipe.
∂p/∂t = -β/A * ∂q/∂x​
∂q/∂t = -A/ρ * ∂p/∂x - F/ρ + g*Acos(α(x))​
where A = cross area, β = bulk constant for water, p = pressure, q = flow, ρ = density, g = gravity constant, F = forces due to friction, α = angle between gravity and direction of flow

Discretized, we get this (simplefied, linearized with linear friction)
∂pi/∂t = β/(A*l) * (qi-1-qi)​
∂qi/∂t = A/(l*ρ) * (pi - pi+1) - fqi
Where, f = friction constant.
So, basically, for pressure at a certain point (i), we have that
∂pi/∂t = C * (qin-qout)​

I'm wondering if there are any similar equations that describes the pressure at a branch with known flow in and flow out (through both branches).
 
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Sorry Nevonis, I am unable to help with your question.

However, I came to the forum looking for clues to a problem I am having in a closed loop system with 3 branches, perhaps you or someone else would have an answer...

I have a chilled water loop that travels up into the ceiling 18', diagonally 60', then back down into another room 18'. The line is then divided into 3 branches that I adjust the pressure of to control my flow (9PSI, 10PSI, and 3PSI). The three lines then travel through the tool being cooled and back in three pipes to the room where the chiller is located, about 100' away.

The three lines then recombine after going through a flow meter. The flow meters indicate that each line is very close to one another in flow (~14 GPH).

My question is:
Can the ~14GPH be assumed to be an inaccurate measurement of what the flows are immediately after the pressure regulators, before entering my equipment?
 
I don't see how you could not. Flow into the loop = flow out of the loop. The pressure just decides what the different flows are in each branch.
 
My thinking was at the end of the three lines where they recombine, right after the 3 0-60GPH float flow meters there was a back pressure that was causing the readings to be incorrect.
 
Hmm, I wouldn't know.. Sorry
 
Nevonis said:
Hey!

So we have these equations that describe flow through and pressure in a pipe.
∂p/∂t = -β/A * ∂q/∂x​
∂q/∂t = -A/ρ * ∂p/∂x - F/ρ + g*Acos(α(x))​
where A = cross area, β = bulk constant for water, p = pressure, q = flow, ρ = density, g = gravity constant, F = forces due to friction, α = angle between gravity and direction of flow

Discretized, we get this (simplefied, linearized with linear friction)
∂pi/∂t = β/(A*l) * (qi-1-qi)​
∂qi/∂t = A/(l*ρ) * (pi - pi+1) - fqi
Where, f = friction constant.
So, basically, for pressure at a certain point (i), we have that
∂pi/∂t = C * (qin-qout)​

I'm wondering if there are any similar equations that describes the pressure at a branch with known flow in and flow out (through both branches).

What about Bernulli's equation? If your flow is incompressible you can apply it between any arbitrary points if the flow is also irrotational or between points on the same streamline if the flow is rotational.
 

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