Fluid Velocity and Pressure in a *Closed* System

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Discussion Overview

The discussion revolves around the behavior of fluid velocity and pressure in a closed fluidic system, particularly focusing on the implications of pressure drops due to viscous effects in horizontal pipes. Participants explore concepts related to Bernoulli's principles and the conditions under which fluid velocity can be considered constant.

Discussion Character

  • Technical explanation
  • Debate/contested

Main Points Raised

  • One participant asserts that fluid velocity is constant throughout the system, questioning how this aligns with observed pressure drops due to viscous effects.
  • Another participant challenges the claim of constant velocity, suggesting that additional constraints on pipe diameter are necessary for that statement to hold true.
  • A different participant points out that the Bernoulli equation applies to inviscid fluids and asks if the original poster is familiar with the version that accounts for viscous heat loss.
  • Clarifications are made regarding the relationship between volumetric flow rate and pressure drop, emphasizing that while flow rate remains constant, pressure can decrease.
  • It is noted that basic versions of Bernoulli's equation do not apply in this context due to energy losses, and a modified version can be used to account for these losses.

Areas of Agreement / Disagreement

Participants express disagreement regarding the constancy of fluid velocity in the system. Some argue that velocity can be constant under specific conditions, while others challenge this notion, indicating that the discussion remains unresolved.

Contextual Notes

Participants highlight limitations in applying Bernoulli's principles without accounting for viscous effects, indicating a need for additional terms in the equation to represent real-world scenarios.

joh_eng
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In a closed fluidic system (with a pump), fluid velocity is constant throughout the system but what puzzles me is the pressure drop due to viscous effect. In a horizontal pipe, pressure decreases gradually (assuming low friction) down the pipe due to viscous effect. In this concepts, it's hard to comprehend constant velocity (=constant flowrate). In Bernoulli's principles, where total energy is constant along the streamline, if there is pressure drop (static) in a horizontal pipe (where potential energy is zero), dynamic pressure is increased meaning velocity has increased. Can someone pinpoint what I am missing here? Thanks.
 
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joh_eng said:
In a closed fluidic system (with a pump), fluid velocity is constant throughout the system but what puzzles me is the pressure drop due to viscous effect. In a horizontal pipe, pressure decreases gradually (assuming low friction) down the pipe due to viscous effect. In this concepts, it's hard to comprehend constant velocity (=constant flowrate). In Bernoulli's principles, where total energy is constant along the streamline, if there is pressure drop (static) in a horizontal pipe (where potential energy is zero), dynamic pressure is increased meaning velocity has increased. Can someone pinpoint what I am missing here? Thanks.
Welcome to the PF. :smile:
joh_eng said:
fluid velocity is constant throughout the system
That is incorrect. Would you like to put additional constraints on the diameter of the pipes carrying this flow to make that statement true? :smile:
 
What is it that is hard to comprehend about the volumetric throughput rate remaining constant while the pressure is decreasing. You are aware that the Bernoulli equation is for an inviscid fluid, correct? Are you familiar with the version of the Bernoulli equation that includes viscous heat loss?
 
joh_eng said:
In a closed fluidic system (with a pump), fluid velocity is constant throughout the system...
Clarification: this is true with a constant pipe size, but more generally (with a variable pipe size), it is volumetric flow rate that is constant...
... but what puzzles me is the pressure drop due to viscous effect. In a horizontal pipe, pressure decreases gradually (assuming low friction) down the pipe due to viscous effect. In this concepts, it's hard to comprehend constant velocity (=constant flowrate). In Bernoulli's principles, where total energy is constant along the streamline, if there is pressure drop (static) in a horizontal pipe (where potential energy is zero), dynamic pressure is increased meaning velocity has increased. Can someone pinpoint what I am missing here? Thanks.
Simply put, the basic versions of Bernoulli's equation don't apply. Bernoulli's equation is a conservation of flow energy statement, so it requires lossless and therefore inviscid flow.

But you can add a term to Bernoulli's equation to represent the loss and preserve the conservation of energy in a real-world situation. Welcome to my world!

http://my.me.queensu.ca/People/Sellens/LossesinPipes.html
 
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berkeman said:
Welcome to the PF. :smile:

That is incorrect. Would you like to put additional constraints on the diameter of the pipes carrying this flow to make that statement true? :smile:

Then, fluid velocity increases which increases dynamic pressure to decrease static pressure? Thanks
berkeman said:
Welcome to the PF. :smile:

That is incorrect. Would you like to put additional constraints on the diameter of the pipes carrying this flow to make that statement true? :smile:

I believe this is correct if diameter is constant. Constant velocity and diameter --> constant flowrate throughout the system
 
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