Fluid Velocity and Pressure in a *Closed* System

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SUMMARY

In a closed fluidic system with a pump, fluid velocity remains constant when the pipe diameter is constant, leading to a constant volumetric flow rate. However, pressure decreases gradually due to viscous effects, which contradicts the assumption of constant velocity in Bernoulli's principles. The basic Bernoulli equation applies only to inviscid flow; thus, a modified version that accounts for viscous losses must be used to accurately describe real-world scenarios. Understanding these dynamics is crucial for analyzing fluid behavior in engineering applications.

PREREQUISITES
  • Understanding of Bernoulli's equation and its assumptions
  • Knowledge of fluid dynamics principles, particularly in closed systems
  • Familiarity with viscous flow and pressure drop calculations
  • Basic concepts of volumetric flow rate and its relationship with pipe diameter
NEXT STEPS
  • Study the modified Bernoulli equation that includes viscous losses
  • Learn about the Darcy-Weisbach equation for calculating pressure drops in pipes
  • Explore the effects of pipe diameter variations on flow rate and pressure
  • Investigate real-world applications of fluid dynamics in engineering systems
USEFUL FOR

Fluid mechanics students, mechanical engineers, and professionals involved in hydraulic system design and analysis will benefit from this discussion.

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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I have encountered a vertically oriented hydraulic cylinder that is designed to actuate and slice heavy cabling into sections with a blade. The cylinder is quite small (around 1.5 inches in diameter) and has an equally small stroke. The cylinder is single acting (i.e. it is pressurized from the bottom, and vented to atmosphere with a spring return, roughly 200lbs of force on the spring). The system operates at roughly 2500 psi. Interestingly, the cylinder has a pin that passes through its...

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