Why is there a pressure loss with friction?

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Discussion Overview

The discussion revolves around the phenomenon of pressure loss in fluid flow due to friction, particularly in the context of steady flow and the application of Bernoulli's equation and other fluid dynamics principles. Participants explore the relationship between friction, pressure, and velocity gradients in various flow scenarios.

Discussion Character

  • Technical explanation
  • Conceptual clarification
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant questions how pressure can drop in steady flow despite constant velocity, suggesting a lack of clarity in applying Bernoulli's equation.
  • Another participant explains that Bernoulli's equation reflects an energy balance and that pressure drop is linked to shear forces from the wall, which oppose fluid motion.
  • A different viewpoint raises the idea that increased friction could imply increased pressure, prompting a request for clarification on the relationship between velocity and pressure gradients.
  • It is noted that greater friction and viscosity lead to increased resistance to motion, necessitating more work on the fluid for a given flow rate.
  • One participant provides an example of a centrifugal compressor, indicating that pressure decreases slightly due to work done against friction when air bends around the diffuser.
  • Another participant mentions that while pressure losses at bends and fittings are classified as minor, they can still significantly contribute to total pressure loss.
  • A suggestion is made to consider Poiseuille's law for analyzing pressure drop in laminar pipe flow.

Areas of Agreement / Disagreement

Participants express various viewpoints on the relationship between pressure loss and friction, with no consensus reached on the underlying mechanisms or the implications of different flow conditions.

Contextual Notes

Discussions include references to different equations and principles in fluid mechanics, such as Bernoulli's equation and Navier-Stokes equations, but there are unresolved aspects regarding the conditions under which these apply and the definitions of terms like velocity and pressure gradients.

Who May Find This Useful

This discussion may be of interest to students and professionals in fluid mechanics, engineering, and physics, particularly those exploring the dynamics of fluid flow and pressure loss in various systems.

Anony-mouse
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If a fluid has reached steady flow, ie constant velocity, yet there is friction created by the shear stress of the wall, i don't understand how the pressure can drop. I tried using bernoulli to see how this would happen, but i can't see it. If the velocity doesn't decrease, i don't understand how the pressure can?
 
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Bernoulli's equation is simply an energy balance equation, and in Bernoulli's pressure drop is considered. The pressure drop can be shown with the momentum balance equation.

Pressure is simply force per unit area. Fluids 'move' from high pressure to low pressure. The shear forces, imposed by the boundary or pipe wall, oppose fluid motion so the pressure must drop consequently. Force represents a change in momentum.

In fluid mechanics, one has the Navier-Stokes equations: continuity, momentum and energy, although some use Navier-Stokes equation in reference to the momentum equation.
 
since pressure if force/area, and the friction is considered as the force, then if a larger force (friction) is applied to the fluid, would the pressure increase?

also could you please help explain how if the velocity gradient (du/dx) is less than 0, the pressure gradient (dp/dx) will be greater than 0 and vice versa.
 
The greater the friction (and viscosity) the greater the resistance (opposition) to motion. As friction increases, the pressure drop must increase, and more work will have to be done on a fluid for a given flow rate.

The sign on the differentials depends on the coordinate system (reference) or orientation used, e.g. is the coordinate system (in a pipe flow) measured from the center of the flow outward, or from the pipe wall inward.

What does du/dx < 0 mean? Simply as the distance/position increases, then u is decreasing. If du/dx increases, then u is increasing, i.e. the fluid is accelerating with x.

dP/dx < 0 means a pressure drop as x increases, or dP/dx > 0 means pressure increases with x. Then one has to look at what causes the Pressure to increase or decrease.
 
thanks for the help, makes sense now :D
 
Pressure will decrease slightly with friction. Take a centrifugal compressor assembly for example. After the compressor has compressed the air the air will slightly lose some of its pressure because it has to do work to bend round the diffuser. This pressure drop is not extremely high but still exists.
 
pressure loss at bends is a minor loss and so are the losses at fittings etc. Friction loss is one of the major losses
 
If the problem is laminar pipe flow, you can look at Poiseuille's law to find the pressure drop.
 
ank_gl said:
pressure loss at bends is a minor loss and so are the losses at fittings etc. Friction loss is one of the major losses

Although they do classify pressure losses at bends and fittings as minor, they can contribute significantly to the total loss.

CS
 

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