Flow Rate, Velocity and Pressure relationship

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SUMMARY

The discussion centers on calculating the required outlet pipe diameter for a ballast system designed to pump seawater using compressed air. The inlet pressure is 6 bar with a flow rate of 0.783 l/s, while the outlet pressure is 1 bar with the same flow rate. Participants emphasize the importance of accounting for frictional pressure drops due to turbulent viscous flow and recommend consulting "Transport Phenomena" by Bird, Stewart, and Lightfoot for detailed pressure drop relationships. The Bernoulli equation is debated as a potential method for approximating the system's behavior, but frictional losses are identified as the dominant factor.

PREREQUISITES
  • Understanding of fluid dynamics principles, particularly Bernoulli's equation
  • Knowledge of pressure drop calculations in piping systems
  • Familiarity with turbulent flow characteristics and friction factors
  • Basic engineering principles related to fluid transport systems
NEXT STEPS
  • Research the application of Bernoulli's equation in non-ideal flow scenarios
  • Study the pressure drop - flow rate relationship for fluids in straight pipes
  • Learn about the effects of pipe fittings (elbows and bends) on pressure drop
  • Explore the concept of quasi-steady state flow in fluid systems
USEFUL FOR

Engineers and designers involved in fluid transport systems, particularly those working with ballast systems or similar applications requiring precise flow and pressure management.

smithson1984
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Hello everyone,

I'm new to this forum and this is my first post so go easy!

I have an engineering problem which I am uncertain as to how to solve. I am trying to design a basic ballast system for pumping seawater. The idea is to use compressed air to evacuate the water through a series of pipes. By controlling the compressed air the pressure will be known at "inlet". So the following information is known:

Inlet

- Pressure = 6 bar
- Flow Rate = 0.783 l/s

Outlet

- Pressure = 1 bar
- Flow Rate = 0.783 l/s
- Pipe Diameter = D

What I desire to know is what diameter pipe I will require at outlet to permit the above flow rate. I realize the answer may not be simple but any suggestions of which approaches or formulas would be much appreciated!

I have tried using Bernoulli's equation which hasn't come back with sensible results. One of the problems is that the Inlet surface area is unknown (and constantly changing).

Thanks in advance for any input!

Ian

PS, I have attached an image to explain a little further.
 

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You need to take into account the frictional pressure drop (turbulent viscous) in the piping network. To do this, you need the pressure drop - flow rate relationship for a fluid thorough a straight section of pipe, and you need to include additional pressure drop for elbows and bends. See Bird, Stewart, and Lightfoot, Transport Phenomena.

Chet
 
Chestermiller said:
You need to take into account the frictional pressure drop (turbulent viscous) in the piping network. To do this, you need the pressure drop - flow rate relationship for a fluid thorough a straight section of pipe, and you need to include additional pressure drop for elbows and bends. See Bird, Stewart, and Lightfoot, Transport Phenomena.

Chet
Thanks for the reply Chet. It's much appreciated! I will make sure to seek out the book you advised.

Do you think the Bernoulli approach would be sufficient for a first approximation in the case of this system? I am a bit confused as I am unsure whether it can be;

a) considered a continuous system (and hence use the continuity equation) because of the presence of a free surface.
b) the inlet velocity can be considered zero (hence no dynamic pressure) as it is relatively much slower in comparison to outlet

Thanks again for any response,

Ian
 
smithson1984 said:
Thanks for the reply Chet. It's much appreciated! I will make sure to seek out the book you advised.

Do you think the Bernoulli approach would be sufficient for a first approximation in the case of this system? I am a bit confused as I am unsure whether it can be;

I don't think so. I think that the dominant effects are going to be frictional pressure drop and possibly potential energy change.
a) considered a continuous system (and hence use the continuity equation) because of the presence of a free surface.
This won't be a major issue. Just treat the flow as quasi steady state.
b) the inlet velocity can be considered zero (hence no dynamic pressure) as it is relatively much slower in comparison to outlet
As I said above, the outlet velocity effect is probably going to be negligible too.

Chet
 

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