At what height will the flow stop?

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Homework Help Overview

The discussion revolves around a problem involving fluid dynamics, specifically the flow of water from a tank through a hose under the influence of pressure. The original poster presents a scenario where water height and pressure are related, and seeks to determine the speed of water flow at various heights, as well as the height at which the flow ceases.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants discuss the application of Bernoulli's equation and the implications of varying water heights on flow speed. There are attempts to calculate flow speeds at different heights, with some participants questioning the assumptions made regarding pressure and the effects of hose diameter on flow.

Discussion Status

The discussion is ongoing, with participants sharing calculations and questioning the validity of certain assumptions. Some guidance has been offered regarding the interpretation of pressure at different heights, but there is no explicit consensus on the correct approach or final values.

Contextual Notes

Participants note discrepancies in calculations and the importance of the hose's height in relation to the flow dynamics. There is also mention of potential algebraic errors and the need to verify calculations against established equations.

lep11
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Homework Statement


A large tank of water has a 'z-shaped' hose connected to it. The tank is sealed at the top and has compressed air between the water surface and the top. When the water height, h, has the value 3.50m, the absolute pressure p of the compressed air is 4.20x10^5 Pa. Assume that the air above the water expands at a constant temperature, and take the atmospheric pressure to be 1.00x10^5 Pa. a)What is the speed with which the water flows out of the hose when h=3.50m? b)As water flows out of the tank, h decreases. Calculate the speed of flow for h=3.00m and h=2.00m c)At what value of h does the flow stop?

Homework Equations


Bernoulli's eq.
P1 + (1/2)ρ(v1)^2 + ρgh1 = P2 + (1/2)ρ(v2)^2 + ρg(h2)
P1 + ρgh1 = P2 + (1/2)ρ(v2)^2 + ρg(h2)

assuming viscosity is zero
water is incompressible

The Attempt at a Solution


p=4.2*105 Pa
p2=1*105 Pa
and h2=1m
h=3.5m
a.) v=√(2((p-1.0*105)/ρ)+g(h-h2))=...≈26.2m/s

b.) p=(0.5p1)/(4m-h) (pV=constant as the temperature is constant) and now h=3m
v=√(2((p-1.0*105)/ρ)+g(h-h2))=√(2((p=(0.5p1)/(4m-h)-1.0*105)/ρ)+g(h-h2))

By substituting in new values for h I got 16.m/s and 5.44m/s both of which are right according to my book.
However, the part c is confusing me a little. I have tried setting v=0 and solving for h but I didn't get the right answer which is h=1.78meters according to my book. I know somebody will ask me to show the calculations so I ended up having equation of second degree like gρh2-5gρ+(4gρ-0.5p1+p2)=0 I got h>4m or h<0 which make no sense at all. Any piece of advice will be appreciated.
 
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What is exact solution to these issues? I mean numbers. I have some discrepancy about yours solutions. I probably don't understand because I mean the speed of out flow depend on diameter of hose no? If you use h2 in Bernulli eq. it means speed in high h2, no in hose.
Thank you.
 
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Here are my calculations for h when v2=0 I forgot to write the sub index 2. Am I missing something?
2ppbtb5.jpg
 
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lep11 said:
Ahaaaa :) Now it is bit clearer :) And the Z hose is 1m high? I mean that it is important fact, it arises new discrepancies, because if you have no pressure case (P1=0) than the h should stop at same high as high of Z hose. So if there is pressure is for me strange that result should be 1.78m (high than 1m). And what is exact solution for A) and B). I have to recalculate it and if I will have it same I will believe that I have good all.
 
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bump
 
Anyone?
 
First assume that the 1.78 is right and calculate the velocity the same way you did it in the previous cases. See if that give you a velocity of zero.

Chet
 
Chestermiller said:
First assume that the 1.78 is right and calculate the velocity the same way you did it in the previous cases. See if that give you a velocity of zero.

Chet
There is a typo in my first post, the right answer according to my book is h=1.74m It gives me ≈0.6m/s≠0 So is my formula for v wrong in part c?
 
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  • #10
lep11 said:
There is a typo in my first post, the right answer according to my book is h=1.74m It gives me ≈0.6m/s≠0 So is my formula for v wrong in part c?
Since we're not told the length of the pipe, I assume we don't need to take into account the impetus from water that's already moving.
You don't really need to consider an equation for the velocity for this part. What will the pressure be at height 1m inside the tank when the flow stops?
 
  • #11
haruspex said:
Since we're not told the length of the pipe, I assume we don't need to take into account the impetus from water that's already moving.
You don't really need to consider an equation for the velocity for this part. What will the pressure be at height 1m inside the tank when the flow stops?
1atm
 
  • #12
According to my calculations, 1.74 m should satisfy your starting equation. So you must have an algebra or arithmetic error. (I told you to plug the answer into your starting equation and see if it satisfies it, but apparently, you had no value for doing that).

Chet
 
  • #13
Chestermiller said:
(I told you to plug the answer into your starting equation and see if it satisfies it, but apparently, you had no value for doing that).
I did plug the answer(=1.74) into my equation of velocity and it didn't satisfy it. I will check my calculations.
 
  • #14
lep11 said:
I did plug the answer(=1.74) into my equation of velocity and it didn't satisfy it. I will check my calculations.
I got:
\frac{(0.5)(4.2)}{4-h}+0.1(h-1)=1
This is satisfied by h = 1.74
 
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  • #15
Chestermiller said:
I got:
\frac{(0.5)(4.2)}{4-h}+0.1(h-1)=1
This is satisfied by h = 1.74
Thank you Chestermiller! I got h1=1.7363m
 

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