Gauge pressure at the base & top of the dam?

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Homework Help Overview

This discussion revolves around a two-part problem concerning gauge pressure in a fluid at different depths in a reservoir behind a dam. The subject area includes fluid mechanics and pressure calculations.

Discussion Character

  • Exploratory, Mathematical reasoning, Assumption checking

Approaches and Questions Raised

  • The original poster attempts to identify the correct equations for calculating gauge pressure, expressing uncertainty about the formulas and their application. Some participants question the assumption that the reservoir is filled with water, which affects the density used in calculations. Others suggest using specific equations for gauge pressure and discuss the implications of velocity in the calculations.

Discussion Status

Participants have provided guidance on the use of equations for gauge pressure and have confirmed the original poster's approach as generally correct. However, there is an ongoing clarification regarding the correct depth to use for the second part of the problem, indicating a productive exploration of the topic.

Contextual Notes

There is a mention of atmospheric pressure and the density of water, which are relevant to the calculations. The original poster also expresses uncertainty about the correct interpretation of the problem's requirements, particularly regarding the depth for the second part.

DrMcDreamy
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Homework Statement



This is a two part problem:

a) A reservoir behind a dam is 56 m deep. What is the gauge pressure at the base of the dam? The acceleration of gravity is 9.8 m/s 2 and atmospheric pressure is 10100 Pa . Answer in units of kPa.

b) What is the gauge pressure 19 m from the top of the dam? Answer in units of kPa.

Homework Equations



I don't know what formula I am suppose to use. I know it has to do with gauge pressure, so a guess:

P2=P1 + \rhogh

OR

P1+\rhogh1+\rho\frac{v1^2}{2}=P2+\rhogh2+\rho\frac{v2^2}{2}

The Attempt at a Solution



But I don't know the exact pressure, I just know since its minimal, the top and bottom velocity (I believe) gets cancelled.

So are either of those right? If not, what do I use? TIA
 
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^Are you assuming the reservoir is filled with water, so \rho would be 1000 kg/m3?
 
So would it be:

a) P2=P1+\rhogh

P2-P1=\rhogh

P2-P1=(1000 kg/m3)(9.80 kg m /s2)(56 m)

P2-P1=548,800 Pa

which would equal 548.8 kPa

b) P2=P1+\rhogh

P2-P1=\rhog

P2-P1=(1000 kg/m3)(9.80 kg m /s2)(37 m)

P2-P1= 362,600 Pa

which would equal 362.6 kPa

So is the work and answers right? If not, what did I do wrong? TIA
 
Looks ok :smile:
 
Thank you tiny-tim! :smile:

It seems the second part was wrong, because I figured it had wanted me to 56-19=37, so it would've been from the bottoms up, but it was supposed to be 19 so:

b) P2=P1+\rhogh

P2-P1=\rhog

P2-P1=(1000 kg/m3)(9.80 kg m /s2)(19 m)

P2-P1= 186,200 Pa

which would equal 186.2 kPa which is the correct answer to the 2nd part!
 

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