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Design Pressure For Existing Atmospheric Tank
#1
Posted 06 April 2016 - 09:45 AM
#2
Posted 06 April 2016 - 10:48 AM
EIi,
At the moment what can be claimed about this existing tank is: the MAWP/MAWV of the tank after construction had been greater/lower than those values you mentioned at above...
API 653 or API 579 might help you out for evaluation of this existing tank...
#3
Posted 06 April 2016 - 10:56 AM
Eli,
I had a similar project 2 years ago.
I remember that the tank design pressure = 25 mbarg
Hope this reference can give you an idea.
Julien
Edited by Julien123456789, 06 April 2016 - 11:00 AM.
#4
Posted 06 April 2016 - 01:26 PM
#5
Posted 06 April 2016 - 01:47 PM
EIi,
It could't be enough; some other info such as welding joint efficiency, corrosion allowance, material of constrution, local site conditions...are also required...
#6
Posted 06 April 2016 - 05:02 PM
#7
Posted 06 April 2016 - 09:13 PM
Eli:
You are getting confused about the definitions of the Design pressure, the MAWP, and MAWV. You should study and familiarize yourself with these terms before trying to do any calculations.
Learn what the MAWP is and how it is obtained by using our SEARCH ENGINE. You don't "calculate" the MAWP. You have to BACK-CALCULATE it.
Follow the helpful advice that Fallah has given you and apply the definitions of the MAWP.
#8
Posted 07 April 2016 - 01:26 AM
Dear Eli,
Honestly, I don't know how to calculate it. It is just a data that i found when realizing the project.
I am not a mechanical engineer.
Julien.
#9
Posted 07 April 2016 - 12:21 PM
Not all tanks are designed to an API or ASME tank standard. If this tank meets a design code or standard, then you can assign a pressure rating based on that standard. I would not use this tank to store anything flammable or otherwise hazardous without a pressure rating. For designing the vent for an atmospheric tank, the 4 oz/in2 max pressure is reasonable.
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