Will a Book on a Ziplock Bag Create a Constant Water Flow Rate?

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Discussion Overview

The discussion revolves around the feasibility of using a ziplock bag with a book on top as a constant flow rate water reservoir, specifically whether the flow rate from a pinhole in the bag will remain constant as water is expelled. The context includes experimental design considerations and comparisons to a peristaltic pump.

Discussion Character

  • Exploratory, Technical explanation, Debate/contested

Main Points Raised

  • One participant questions the definition of 'constant pressure' and notes that pressure may vary as the water level decreases and the bag flattens.
  • Another participant suggests that an increase in the surface area of the bag in contact with the counter will affect the flow rate, even if the weight on the bag remains unchanged.
  • A different participant introduces Bernoulli's Equation and the Continuity Equation as relevant to the problem, providing a formula to calculate the velocity of water leaving the pinhole and discussing the implications of changing water height and surface area on pressure.
  • It is noted that as the water level drops, the velocity of the water exiting the pinhole will also decrease, which may or may not be significant depending on the system's parameters.
  • Another participant reiterates that flow rate is dependent on pressure and surface area, emphasizing that changes in these factors will influence the flow rate.

Areas of Agreement / Disagreement

Participants express differing views on whether the flow rate can be considered constant, with some acknowledging that variations in pressure and surface area will affect the flow rate. The discussion remains unresolved regarding the conditions under which a constant flow rate can be achieved.

Contextual Notes

Participants highlight the importance of specific parameters such as the weight of the book, the dimensions of the bag, and the initial water height, which may influence the flow rate but are not fully quantified in the discussion.

blumfeld0
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Hi I am a post-doc student in a field having very little to do with physics and math.
currently I am designing an experiement and have (i hope) a relatively simple question.
here is the scenario:


A ziplock bag (or similarly non-elastic reservoir) contains water, but is not maximally filled, so there is no great deal of internal compression on the fluid. A book is placed on top of the bag (the book is large enough to cover the entire surface of the bag, and provides even pressure across the bag's surface) which is lying flat on its side on a hard counter. The bag is now compressed between the mass of the book and the counter surface. If a pin hole is poked through the bag, will the flow rate of the water leaving the bag be constant as the fluid is lost until the book begins to rest (any part of it) on the counter? What equations support your statement?

This question relates the the design of an experiment where the bag set-up is arranged in an attempt to save funds by replacing a peristaltic pump which is normally used to generate constant pressure. The creation of consistent flow rates out of the bag due to constant pressure is necessary. Will the bag system as described above function as a replacement of the more expensive pump?


any help would be greatly appreciated



thank you!
 
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I think it depends upon what you consider 'constant pressure,' - how much variation in pressure is permissible?

If the 'sidewalls' of the bag are relatively short the pressure wouldn't vary much; but it will vary to some extent as the depth of water in the bag decreases, and (more importantly) if the surface area of the bag increases as the water bleeds out and the bag 'flattens.'
 
o if there is an increase in surface area of the bag in contact with the table and book then the rate will change. Even with the weight being fully supported the entire time on the bag and the weight not changing?


Interesting
 
Ignoring turbulent flow this can be treated using Bernoulli's Eqn. and the Continuity Eqn.

You can use the following link:

http://www.engineeringtoolbox.com/bernouilli-equation-d_183.html

to see how they are applied to your specific problem.
The main result you need is (e4) from this link:
[tex]V_{2} = \sqrt{\frac{2}{1-(\frac{A_{2}}{A_{1}})^{2}}(\frac{p_{1}-p_{2}}{\rho}+gh)}[/tex]

In your case you need to use the following values:

g is gravity
h is height from pin hole to top of bag
[tex]\rho[/tex] is density of water
[tex]V_{2}[/tex] the velocity of the water leaving the pin hole (what you are after)
[tex]A_{2}[/tex] the area of the pin hole
[tex]A_{1}[/tex] the area of the top of the bag that the book presses on
[tex]p_{2}[/tex] the pressure at the pin hole (1atm)
[tex]p_{1}[/tex] the pressure at the top of the bag (1atm + (book mass)*g*[tex]A_{1}[/tex])

note that since the pin hole [tex]A_{2}[/tex] is much smaller the the bag surface area [tex]A_{1}[/tex] you can approximate
[tex]\frac{A_{2}}{A_{1}} = 0[/tex]
This will simplify the eqn some for you, but if you use the approximation then make sure it also applies to the system you will build.

In any case, looking at this equation we see that as the water level (h) drops, then so does the velocity [tex]V_{2}[/tex]. This may or may not be negligible, you need to plug in values for your real system and decide. But, in general you can diminish this effect by using a heavier book, ie: make the [tex]p_{1}[/tex] term outweigh the gh term. Also, as mentioned by gmax137, if [tex]A_{1}[/tex] changes then so will [tex]p_{1}[/tex] and in turn [tex]V_{2}[/tex]. Of course, putting the bag between rigid walls would keep it from flattening out and stop this problem.

good luck, and hope this helps.

BANG!
 
blumfeld0 said:
o if there is an increase in surface area of the bag in contact with the table and book then the rate will change. Even with the weight being fully supported the entire time on the bag and the weight not changing?
Yes - flow rate is a function of pressure and as the surface area increases, the pressure decreases.
 
Thank you! That really helped
 

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