Calculate Water Flow in 10mm Pipe w/ 5 Bar Pressure

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SUMMARY

The discussion focuses on calculating water flow in a 10 mm diameter pipe under a pressure of 5 bar, aiming for a flow rate of 0.2 l/s. Key equations mentioned include the Darcy-Weisbach formula for horizontal pipe flow and the Bernoulli equation for scenarios involving elevation changes. The Colebrook formula is highlighted as an implicit equation for determining the friction factor, while the resistance coefficient (K) is essential for accounting for fluid restrictions. The velocity of the fluid is directly related to the pressure, allowing for flow calculations using the area and velocity relationship.

PREREQUISITES
  • Understanding of the Darcy-Weisbach equation
  • Familiarity with the Bernoulli equation
  • Knowledge of the Colebrook formula for friction factor calculation
  • Concept of resistance coefficient (K) in fluid dynamics
NEXT STEPS
  • Research the explicit equations for friction factor as alternatives to the Colebrook formula
  • Study the Crane paper #410 for detailed insights on resistance coefficients
  • Explore fluid dynamics principles related to pipe flow restrictions
  • Learn about the impact of pipe fittings and configurations on flow rates
USEFUL FOR

Engineers, fluid dynamics specialists, and anyone involved in hydraulic calculations or pipe flow analysis will benefit from this discussion.

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I have a length of pipe 10 mm inside diameter, and a pressure of 5 bar. At the end I require about 0.2 l/s.

I know of the equation area=flow/velocity, A=q/c, but this doesn't take the pressure into consideration. How can I do this?
 
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Hi TSN. I've attached a couple of examples of pipe flow analysis out of my college textbook. The first one, 7.3, shows the use of the Darcy-Weisbach formula for a horizontal pipe. The second one, 7.4, shows a pipe with a change in elevation such that the "energy equation" (ie: Bernoulli equation) must also be used. Example 7.4 also describes the use of the "Colebrook formula". Note that the Colebrook formula is only an implicit equation which relates friction factor, Re, surface roughness and pipe diameter, so you still need to use the Darcy-Weisbach equation. Alternatively, (and I would strongly recommend) you can use the Darcy-Weisbach equation directly by using explicit equations for friction factor such as those found here:
http://www.eng-tips.com/faqs.cfm?fid=1236

See also post #10 here:
https://www.physicsforums.com/showthread.php?t=152479

Note that for various fluid restrictions such as entrance and exit losses, pipe contractions or expansions, elbows, valves and other restrictions, you should get to know how to equate all of those restrictions into a single factor known as the "resistance coefficient" (K). That factor, K, is well defined by the Crane paper #410.

K = f L / D

which can be plugged directly into the Darcy-Weisbach equation.
 

Attachments

the velocity is taking care of pressure here... flow=area*velocity

Bernoulli relates the velocity with the pressure...
 

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