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Re: [PSUBS-MAILIST] Forces of Nature



the bouancy should not change if the exact shape of the vessel does not change because it still displaces the same amount of water which does not become denser due to compression. therefore bounancy is about displacement not wether the air inside is compressed if you see what imean


From: "Akins" <lakins1@tampabay.rr.com>
Reply-To: personal_submersibles@psubs.org
To: <personal_submersibles@psubs.org>
Subject: Re: [PSUBS-MAILIST] Forces of Nature
Date: Wed, 9 Nov 2005 00:59:57 -0500

Hi Joe.

Not sure if I am reading your questions correctly, but I will try to help and hopefully be corect for what I think you are asking.

Remember that 1 atm is the air pressure at the surface and is the 14.7 psi we have pressing against our bodies (GENERALLY speaking) ALL the time.

If you want to submerge something to say 33 feet, that would be 2 atm. Remember to count the

single atmosphere we already have pressing on us all the time. So 33 ft is 2 atm, 66 ft is 3 atm, etc.

You asked.....#1 One submerges a bubble of air (enclosed in any material) and open to ambient pressure to 1atm . Equal forces of pressure are applied to either side of the material. I assume that the lifting force of the air in pounds of buoyancy is not cancelled out by the equalization of that pressure. That the material is subjected to a stress in psi equal to that force. Then if one were to apply an opposing force ,as in ballast, that the material is then subjected to both forces. Is this a correct assumption?

The first part of your question I assume you mean't submerging a bubble of air at ambient pressure at greater than 1 atm.

The second part of your question states about applying equal force to either side of the material. I assume you mean the water pressure force

going into the main soft ballast tanks or even part of the subs ambient hull (depending on design) and then having equal force applied by

releasing air into the same space and therefore the material (hull or tanks) has equal force applied onto it from both sides which cancels each other's force

out, remembering of course that there has to be a slight pressure difference inside, in that the inside air pressure force holding out the water has

to be slightly greater than the water's pressure trying to get in. That sounds correct if that is what you mean't. I wasn't quite sure what your third part of the question mean't

when you asked whether the lifting force of the air was not cancelled out by the equalization of that pressure. Are you asking if by pressurizing the vessel, (material, bubble, whatever) if

the lifting force of the air is decreased by being compressed against the outside water pressure? If that is what you were asking, I am not the best to answer this, but I do know that the deeper

you go and the more you compress air, it does have an effect on its buoyancy I believe. I'll leave that one for someone a bit more knowledgeable in math to compute buoyancy loss due to air molecule

compression. But I hope I helped you some, and remember we are always at approximately 1 atm all the time.

Bill.



  ----- Original Message -----
  From: Joseph Perkel
  To: personal_submersibles@psubs.org
  Sent: Tuesday, November 08, 2005 12:15 PM
  Subject: [PSUBS-MAILIST] Forces of Nature



My learning curve is flattened again, too many distractions, Please help me with some basics here.


#1 One submerges a bubble of air (enclosed in any material) and open to ambient pressure to 1atm . Equal forces of pressure are applied to either side of the material. I assume that the lifting force of the air in pounds of buoyancy is not cancelled out by the equalization of that pressure. That the material is subjected to a stress in psi equal to that force. Then if one were to apply an opposing force ,as in ballast, that the material is then subjected to both forces. Is this a correct assumption?

#2 One submerges a piece of marine ply to one atm. Is the cellular structure of the wood irreversibly compressed creating a permanent change in density and therefore buoyancy?

  Thanks

  Joe


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