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RT, generally speaking, what is the basis for setting pressure vessels as either at normal pressure or low pressure? That is, when should it be designed for low pressure and when should it be designed for normal pressure? I know the design boundary point is 6.9KPaG.
It’s rare to see the boss post anything: lol. In my opinion, it depends on the relative volatility and vapor pressure of the storage medium.
This post was last edited by caya on 2015-8-28 at 16:05. The definition of a storage tank at normal pressure is easy to understand; the definition of a low-pressure storage tank is one whose design pressure is greater than 6.0 KPa and less than 0.1 MPa (gauge pressure at the tank top). Regarding whether to use atmospheric-pressure or low-pressure storage tanks, refer to the regulations in the standards: — For storing Class A/B liquids with a boiling point below 45 degrees Celsius, or those with a saturated vapor pressure greater than 88 KPa at 37.8 degrees Celsius, pressure storage tanks, low-pressure storage tanks, or atmospheric-pressure storage tanks with temperature reduction should be used ; ——For storing Class A and B liquids with a boiling point of 45 degrees or higher, or with a saturated vapor pressure of no more than 88 KPa at 37.8 degrees, floating roof tanks or internal floating roof tanks should be used. For other Class A B and Class B A liquid chemical products that require special storage conditions, fixed-roof storage tanks, low-pressure storage tanks, and horizontal storage tanks with a capacity of 100 cubic meters or less can be used.
I see. I always thought that 18 KPA was the threshold, with some saying 6.9 is the dividing point; I need to check the original specifications – API 650/620/625 and other standards related to low-temperature double-walled tanks – to see if there are any changes in the original texts
Thanks for sharing. What standards should be adopted for the design of water storage tanks regarding excess medium?