Bernoulli Equation and flow loss

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SUMMARY

The discussion centers on applying the Bernoulli Equation to a fluid dynamics problem involving a liquid with a specific density of 0.8 flowing at 4 m/s in a sloped pipe. The pressure at a gauge is 80 kPa, and the challenge is to determine the pressure 200 m downstream while accounting for a 10% flow loss of the total initial head. Participants highlight the need to consider both pressure and velocity head changes due to flow loss, leading to confusion in calculations. The correct approach involves adjusting the Bernoulli Equation to reflect these changes accurately.

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  • Understanding of the Bernoulli Equation
  • Knowledge of fluid dynamics principles
  • Familiarity with pressure, velocity, and elevation head concepts
  • Ability to perform unit conversions and calculations involving specific density
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  • Study the application of the Bernoulli Equation in varying flow conditions
  • Learn about flow loss calculations in fluid systems
  • Explore the impact of pipe slope on fluid pressure and velocity
  • Investigate how to account for changes in both pressure and velocity head in fluid dynamics problems
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Students and professionals in engineering, particularly those focused on fluid mechanics, hydraulic engineering, and anyone solving practical problems involving the Bernoulli Equation and flow losses in pipes.

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Homework Statement



Liquid, specific density 0.8, flows with velocity 4 m/s
in a pipe that has a downward slope of 1:50. At a
certain point in the pipe, a pressure gauge shows a
pressure of 80 kPa. Determine the pressure at a
point 200 m downstream of the gauge if:

flow losses are ignored;
and,there is a flow loss equal to 10% of the total
initial head.

Homework Equations



Bernoulli equation

The Attempt at a Solution


Solved the first part and got 111,360, the second part is where I'm going wrong.

So for the second part, first I find the total initial head
P1/pg +V1^(2)/2g +z = H
(80*10^3)/(800*9.8) + (4^2)/(2*9.8) + 0
I get 11.10, so 0.1* 11.1 = 1.11
therefore pgh = P = 8000*9.8 *1.11 = 8702.4,
then simply subtract for P2, 11360 -8702.4 = 102657.6 Pa

However this answer is wrong, what am I doing wrong?

Thanks in advance
 
Last edited:
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I don't think it is that simple.
It is not necessary to include the velocity head since the pipe diameter is (assumed) to be constant. The flow loss means that
0.9\frac{p_{upper}}{\rho g}=\frac{p_{lower}}{\rho g}-200
 
Last edited:
But solving that equation for Plower results in the wrong answer also.
 
By the way i think you got your Z2 mixed up it should be 4, not 200 since the slope is 1:50, either way you're answer is still wrong.
 
Last edited:
How did you get at 111,360 Pa?
 
p1/pg = 80*10^3/800*9.8
v1/2g =0 (because it cancels)
z1=0

v2^2/2g = 0 (cancels)
z2=-4

so p2 = (80*10^(3))/(800*9.8 +4)*800*9.8 = P2
 
Last edited:
I think we have to assume that the velocity head is also going to be reduced, not just the pressure head.
 
The equation then might be:
\frac{p_{upper}}{\rho g}=-4+\frac{p_{lower}}{\rho g}+1.11
 
Hi Basic_Physics thanks for your input thus far, however your equation still results in the wrong answer.
 
  • #10
I know the steps to the solution but I don't understand why those steps are used, can anyone offer some input?
 
  • #11
As far as I can find out this type of problem is usually done via:
hupper - hlower = hloss
but the problem is that both the pressure and velocity head will be changed due to the loss.
 

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