Calculate Pressure in Fluid Motion Pipe with Bernoulli's Principle

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Discussion Overview

The discussion revolves around calculating pressure in a fluid motion pipe using Bernoulli's principle. Participants explore the relationship between static pressures at different points in a pipe, the effects of fluid velocity and cross-sectional area, and the assumptions necessary for applying Bernoulli's equation. The scope includes theoretical considerations and practical implications in fluid dynamics.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant questions whether static pressures P1 and P2 can be calculated directly from an equation or if they are simply defined values.
  • Another participant suggests that the pressure difference can be calculated if additional information is provided, such as inlet and outlet pressures and fluid properties.
  • A participant states that fluid viscosity is neglected and that there are no friction losses in the system.
  • It is noted that total energy is constant in the system, combining pressure energy and kinetic energy, with a warning that high velocity could imply negative pressure, which is not physically realizable.
  • One participant proposes using Bernoulli's equation and the continuity equation to relate the two pressures, assuming certain conditions about the pipe's diameters.
  • A participant raises questions about what pressure is measured in a piping system and whether the pressure in a larger diameter pipe is higher or lower than in a smaller one.
  • Another participant asserts that, under the discussed assumptions, the difference between pressures P1 and P2 is determined by the area ratio and velocity, while also noting the impact of viscosity and boundary layers in practical scenarios.

Areas of Agreement / Disagreement

Participants express various viewpoints on the application of Bernoulli's principle and the assumptions required for its validity. There is no consensus on the specific conditions under which the pressures can be calculated or the implications of viscosity and flow characteristics.

Contextual Notes

Limitations include the neglect of fluid viscosity and friction losses, as well as the assumptions made regarding flow conditions and pipe geometry. The discussion does not resolve the complexities introduced by real-world fluid dynamics.

lazypast
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hi, I am just assumin this is the right place for bernoulli stuff

pressure 1 and 2 are both static pressures, and the arrow shows fluid motion

is it possible to calculate them directly from an equation? or is it simply P1 and P2?


and also, since the diameter decreases for P2, the kinetic energy will increase, and so the pressure energy decrease.
because of this, will static pressure (shown by P2) be smaller than P1 ?

thanks
(attacked photo shows my highly complex diagram)
 

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It is possible to calculate the pressure difference directly, but you need to supply some addtional information, such as:

1) the inlet and oulet pressures
2) fluid viscosity and density
3) information about the neck region- does it perturb the flow, or does Poiseuille flow (approximately) hold in both sections?
 
hm i should of told you, fluid viscosity neglected (or just ignored), and no friction losses occur.
 
The assumption in this case are:

Total energy is a constant = C = pressure energy + kinetic energy = pressure + 1/2 m V^2.

V changes inversely with cross sectional area of the pipe = pi x R^2.

Note that the equation, C = pressure + 1/2 m V^2 implies that if velocity is high enough, pressure would be negative, which can't happen in real life.
 
If you just want to find a relation between the two pressures, just use both -bernoulli's eqn and continuity eqn and assume a few quantities like r1>r2 .Also in bernoulli's eqn neglect gravitational potential energy.
1/2 d V1^2 +1/2 m V1^2=1/2 d V2^2 + 1/2 m V2^2
v=velocity
d= density
m= mass of water flowing per second thru unit cross-section->m1=d pi r1^2
 
Great, that master I also consider a long time, but I can't find myself the satisfy answer. Because
If we base on the bernoulli equation and principle. It is easy to see as above. But should attention in the condition to apply bernoulli. And other question is:
1. In piping system with liquid flow inside, what pressure we measure? call it is measurement pressure
2. Measurement pressure in the pipe 1 (large diameter) is higher than measurement pressure in pipe 2 or lower than?

Please consider!1
 
Last edited:
Given the simplifying assumptions discussed above, the difference between p1 and p2 is a matter of the area ratio and velocity only (as shown in Bernoulli's equation).

In real life, where viscosity plays a role and you have boundary layers, larger pipes will experience less static pressure loss through them than smaller pipes at the same velocity.
 

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