1. When calculating the extra displacement required to lift an object underwater and you are using an inflexable container like a drum, wouldn't you need to include the water displacement of the drum with the water displacement of the object in your calculation to attain neutral boyancy? this should mean that you will require more air in the drum becausr you need to not only lift the object but you also need to lift you drum as well.
2. Why do you have absolute and ambient pressure as definitions in diving when for what I can understand they are the same thing?
3. Are absolute and ambient pressure REALLY the same thing?
I need a better andswer than "I dunno".
REPOST - question about displacement and pressure
#1
Posted 23 March 2006 - 12:39 AM
Once in a while, it is good to step back, take a breath, and remember to be humble. You'll never know it all - ScubaDadMiami. If you aren't afraid of dying, there is nothing you can't achieve - Lao-tzu. One dog barks at something, the rest bark at him - Chinese Proverb.
#2
Posted 23 March 2006 - 12:41 AM
"1. You're correct. On the drum, you'll figure out the amount of positive bouyancy it creates by displacement, then subtract it's actual weight to give you the actual amount of positive or negative bouyancy. This holds true for all objects, including the object to be lifted. Even lead weights create an insignificant amount of positive bouyancy. But because lead is so dense (710 pounds per/cubic ft, I'm a dork and know this off the top of my head), the weight of a cubic foot of lead in salt water would be 710-64 or 646 pounds per cubic foot. Or our 5 pound weight we use for ballast would be equivelent to 4.55 pounds in salt water. So basically what I'm trying to say is that any object that displaces water will create positive bouyancy. So in exact calculations this would need to be taken into account.
2 & 3. Essentially ambient and absolut pressure are the same. But lets say you are in an inflexible container such as a submersible. The ambient pressure in relation to your body is 1 atmosphere, while the pressure surrounding the submersible may be greater depending on depth. In my mind the difference between the two, is that ambient pressure is in relation to a human, where as absolute pressure is in relation to an object.
Although, I am wrong .01% of the time
-dive_addict"
Once in a while, it is good to step back, take a breath, and remember to be humble. You'll never know it all - ScubaDadMiami. If you aren't afraid of dying, there is nothing you can't achieve - Lao-tzu. One dog barks at something, the rest bark at him - Chinese Proverb.
#3
Posted 23 March 2006 - 12:58 AM
#4
Posted 23 March 2006 - 09:04 AM
Some day a historian will be going nuts trying to figure out how a boat big enough for that anchor got so close to shore.
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#5
Posted 29 March 2006 - 05:11 PM
Once in a while, it is good to step back, take a breath, and remember to be humble. You'll never know it all - ScubaDadMiami. If you aren't afraid of dying, there is nothing you can't achieve - Lao-tzu. One dog barks at something, the rest bark at him - Chinese Proverb.
#6
Posted 29 March 2006 - 07:23 PM
Latitude Adjustment, what kind of drums were you using and what type of venting did they have? We made a make shift drum just to see if it would work, so I am curious what you were using for the anchor!
We used 55 gallon drums with about 8 I-bolts welded on, the drums were tied on top down, air was blown in through the bung holes and the bung holes left open to vent till the drums surfaced and then plugged.
It seemed like a good idea till we tried towing it in and then the lines chaffed through and the anchor went back down.
By all that is wet, I do hereby swear, (politely), and attest, upon pain of never diving again, (real or imagined), that I understand and affirm, that I agree to the above.
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#7
Posted 29 March 2006 - 07:53 PM
OK perhaps I am slap happy after reading too much securities and investment advisor law today, and I am sure all of those are technical terms - so is it totally immature of me to be giggling right now?...the drums were tied on top down, air was blown in through the bung holes and the bung holes left open to vent till the drums surfaced and then plugged....
Once in a while, it is good to step back, take a breath, and remember to be humble. You'll never know it all - ScubaDadMiami. If you aren't afraid of dying, there is nothing you can't achieve - Lao-tzu. One dog barks at something, the rest bark at him - Chinese Proverb.
#8
Posted 30 March 2006 - 08:14 AM
OK perhaps I am slap happy after reading too much securities and investment advisor law today, and I am sure all of those are technical terms - so is it totally immature of me to be giggling right now?...the drums were tied on top down, air was blown in through the bung holes and the bung holes left open to vent till the drums surfaced and then plugged....
On the top of the drum are two holes (bung holes), one I think is 3/4" pipe for a spigot to be threaded in so when the drum is on it's side you can pour stuff out, the other is about 3" which is what we used to put air in them. Back then I had a Conshelf on a long hose as a second (not DIR) and we just put that under the large bung hole and purged. I wish I'd gotten that fiasco on film then you would really be laughing!
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#9
Posted 31 March 2006 - 12:16 AM
We used 55 gallon drums with about 8 I-bolts welded on, the drums were tied on top down, air was blown in through the bung holes and the bung holes left open to vent till the drums surfaced and then plugged.
It seemed like a good idea till we tried towing it in and then the lines chaffed through and the anchor went back down.
Thats an interesting way of doing it. I am a bit supprised the lines chaffed through though. Did they chaff through at the drum end or the anchor end? I assume the anchor end, which begs the question, once it is secured to the drums and raised was there a way to stablise it further? I suppose that is really a hindsight question but would be handy to know if I need to try someting like this.
OK perhaps I am slap happy after reading too much securities and investment advisor law today, and I am sure all of those are technical terms - so is it totally immature of me to be giggling right now?
OH MY DG!!
If you are thinking what I think you are thinking, you have a dirty mind
#10
Posted 31 March 2006 - 07:17 AM
By all that is wet, I do hereby swear, (politely), and attest, upon pain of never diving again, (real or imagined), that I understand and affirm, that I agree to the above.
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#11
Posted 03 April 2006 - 06:54 AM
By all that is wet, I do hereby swear, (politely), and attest, upon pain of never diving again, (real or imagined), that I understand and affirm, that I agree to the above.
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