Calculating pressure required to flow at desired rate through pipe

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Discussion Overview

The discussion revolves around calculating the pressure required to achieve a specific flow rate through a pipe with varying diameters. The scenario involves a transition from a larger diameter pipe (1-1/2") to a significantly smaller one (1/4") and aims to determine the necessary pump pressure to maintain a flow rate of 3-4 barrels per minute (126-168 gallons per minute). Participants explore different equations and considerations relevant to fluid dynamics, including Bernoulli's equation and friction losses.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant suggests using Bernoulli's equation to calculate pressure and velocity in both sections of the pipe, considering friction loss primarily in the larger pipe.
  • Another participant questions whether the pressure at the end of the 1/4" pipe can be equated to the pressure of the area it is discharging into, which is pressurized to 11,000 psi.
  • A third participant points out that Bernoulli's equation does not account for real-world factors like friction and viscosity, which reduce pressure as fluid flows through the pipe.
  • Another participant recommends using the Darcy-Weisbach equation for a more accurate assessment of pressure drop due to friction, noting that Bernoulli's equation does not address irreversible pressure losses.
  • A later reply emphasizes the complexity of calculating pressure requirements due to the need for detailed knowledge of friction and elevation changes, while also expressing skepticism about achieving high flow rates through a 1/4" pipe.

Areas of Agreement / Disagreement

Participants express differing views on the applicability of Bernoulli's equation and the importance of accounting for friction losses. There is no consensus on the best approach to calculate the required pressure, and multiple competing perspectives remain throughout the discussion.

Contextual Notes

Limitations include the need for specific friction coefficients and elevation changes, which are not fully addressed in the discussion. The assumptions regarding negligible friction loss in the 1/4" pipe and the feasibility of achieving the desired flow rate through such a small diameter are also points of contention.

MightyG
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I have a problem which I am working on and its been a while since I did this at uni so I am after a little guidance :)

Im trying to work out what pressure will be required to flow at a specific rate through a piece of pipe, the pipe begins with an ID of approximately 1-1/2" then drops to around 1/4" and I am hoping to pump at around 3-4bbl/min through the 1/4" pipe. (126-168Gal/min)

I was thinking of using bernoulis equation and working out the pressure and velocity in the 1/4" pipe then use that work work out the pressure and velocity in the 1-1/2" pipe at the opening of the 1/4"

from this I can then add on the friction loss through the 1-1/2" to get the total pump pressure to pump through the entire length? (I am ignoring the friction loss through the 1/4" as I assume it will be negligible, its only going to be approximately 6-ft compared to approximately 2000-ft of the 1-1/2")

Am I thinking along the right tracks with this or is there another, better way to work this out?
 
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If I am correct in this line of thought then can I say the pressure of the end of the 1/4" pipe will be the same pressure as the area it is pumping into?

In this instance the 1/4" tubing will be pumping into an area which is pressurised up to 11Kpsi, can I use this as the pressure for one half of the Bernoulli equation and us it to work back to the pressure in the 1-1/2"?
 
Bernoulli's equation assumes the pipe does no work against the flow. In real life, friction with the walls of the pipe and viscosity of the fluid reduces pressure of a flowing fluid as the fluid flows down the pipe. The longer the distance, the more reduction there is in pressure, assuming pipe diameter doesn't change. Turbulence at transition points in pipe diameter is also going to affect the pressure. Flow will remain constant throughout the pipe (other than initial start up).
 
As mentioned, Bernoulli's isn't going to provide the irreversible pressure loss through the pipe. Generally, the Darcy Weisbach equation is used to determine this pressure drop. The attachment on https://www.physicsforums.com/showthread.php?t=179830" goes through pipe pressure drop analysis.
 
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Apriori calculating the thing is probably nigh impossible since you need to know all the friction and elevation change components. As a fire-person I'm interested in results so I looked up these tables for you:
http://www.elkhartbrass.com/files/aa/downloads/catalog/catalog-e-T.pdf
Page 8 has a nice table "DISCHARGE OF SMOOTH BORE NOZZLES/TIPS"...

The red flag was wanting to get >100gpm from a 1/4" pipe -- if it was 3/4" I'd say fine, go for it -- of course the above referenced tables are for hoses with nozzles that may restrict the flow a bit, but 'smooth bore' is pretty much exactly what it says.
 

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