Find Pressure at Point A in the Manometer

Click For Summary
SUMMARY

The discussion focuses on calculating the pressure at point A in a manometer, given a gage pressure of 2 psi in the tank. The user attempted to derive the pressure using hydrostatic principles, incorporating specific fluid densities and heights. The correct formula for pressure at point A was derived as PA = 731.784 lb/ft², but the expected answer was 525 lb/ft². The user identified confusion regarding the use of slugs in their calculations and the impact of fluid heights in the U-tube manometer.

PREREQUISITES
  • Understanding of hydrostatic pressure principles
  • Familiarity with fluid density and specific gravity calculations
  • Knowledge of pressure units conversion (psi to lb/ft²)
  • Experience with manometer applications in fluid mechanics
NEXT STEPS
  • Review hydrostatic pressure calculations in fluid mechanics
  • Learn about specific gravity and its implications in fluid pressure
  • Study pressure unit conversions, particularly between psi and lb/ft²
  • Explore manometer design and analysis for various fluid types
USEFUL FOR

Students and professionals in engineering, particularly those studying fluid mechanics, as well as anyone involved in pressure measurement and analysis using manometers.

Northbysouth
Messages
241
Reaction score
2

Homework Statement


Determine the pressure of the water in pipe A shown in the figure (p2.56) if the gage pressure of the air in the tank is 2 psi.

I have attached the image

Homework Equations


The Attempt at a Solution



Figure P2.56

I drew a jumpline at 2ft above point A because everything below point A has the same density. From here I assigned P1 to account for the pressure above the jumpline in the tank and p2 to account for the pressure in the pipe adjacent to it.

P1 = P + ρH2O*3ft

P2 = P1 + ρH2O* 4 ft

PA = P2 + ρSG*4ft

PA = ρSG*4ft + ρH2O*4ft + P + ρH2O*3ft

γH2O = 62.4 lb/ft3 taken from textbook

SG = ρfluidH2O@4°

ρSG = 0.9*1.940 slug/ft3

PA = 4ft(.9*1.940 slugs/ft3) + 62.4 lb/ft3 + 2lb/in[SUP2[/SUP]*144in2/1ft2 + 62.4lb/ft3*3ft

PA = 731.784 lb/ft2

My answer should be 525 lb/ft2

I'm not sure where I've gone wrong. I realize that I have slugs in my calculation witht he pressure of the fluid with the given SG but I'm not sure how to deal with them. Any suggestions would be appreciated.
 

Attachments

  • ME 2.56.jpg
    ME 2.56.jpg
    24.9 KB · Views: 1,027
Physics news on Phys.org
There's unequal lengths of the mystery fluid in the "U", so I don't think you can count on the fluid pressure at the bottom of the tank being the same as the pressure at point A, even though they are at the same elevation and the same fluid is below your "jumpline" in each.

Instead, start at a point of known pressure and "walk" the path to point A. The surface of the water in the tank would be a good place to start.

attachment.php?attachmentid=56950&stc=1&d=1363875841.gif


Note that you can count on the pressure being the same across the top of the "U" at the height of the water surface, since the same fluid is continuous along the path from one side of the "U" to the other.
 

Attachments

  • Fig1.gif
    Fig1.gif
    11.2 KB · Views: 1,867
  • Like
Likes   Reactions: gracy

Similar threads

Replies
1
Views
2K
  • · Replies 1 ·
Replies
1
Views
10K
  • · Replies 1 ·
Replies
1
Views
2K
Replies
2
Views
3K
  • · Replies 13 ·
Replies
13
Views
18K
Replies
2
Views
16K
  • · Replies 4 ·
Replies
4
Views
14K
  • · Replies 8 ·
Replies
8
Views
9K
  • · Replies 1 ·
Replies
1
Views
3K