Bernoulli Equation and flow loss

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Homework Help Overview

The discussion revolves around applying the Bernoulli equation to a fluid flow problem involving a liquid with a specific density of 0.8 flowing through a sloped pipe. Participants are tasked with determining the pressure at a point downstream while considering flow losses.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants discuss the calculation of total initial head and the impact of flow losses on pressure. There are attempts to clarify the role of velocity head and the correct interpretation of the slope in the context of the problem.

Discussion Status

The discussion is ongoing, with various participants questioning assumptions about the inclusion of velocity head and the correct setup of the equations. Some guidance has been offered regarding the interpretation of flow losses, but no consensus has been reached on the correct approach.

Contextual Notes

Participants note that the problem involves specific constraints, such as the assumption of constant pipe diameter and the need to account for both pressure and velocity head changes due to flow losses. There is also mention of a potential mix-up regarding the elevation change in the calculations.

danny_smith
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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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