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Liquid storage, design

Design liquid storage so leaks and spills do not accumulate under tanks or process equipment Use open structures for plants using flammable or combustible materials Avoid buried tanks... [Pg.277]

Diking is a common industry practice for spill retention around flammable liquid storage vessels. Regulations and codes require that exclusion zones be placed between storage vessels to maintain the structural integrity of nearby vessels or process equipment in the event of a fire within the dike (Welker, 1987). Studies of flammable vapor boiloff rates as a function of dike design have been used in the natural gas industry to evaluate optimal materials of construction (Arthur D. Little, Inc., 1974). In recent... [Pg.91]

Many vertical low-pressure storage tanks containing flammable or combustible liquids are designed with a weak weld seam on the wall-to-roof connection. This loss prevention feature allows the roof to separate and peel back if an internal fire, an internal explosion, or just a pneumatic overpressure situation occurs within the tank. If the roof relieves or is blown off, the liquid is still contained within the walls if these tanks are properly designed and fabricated. These conical roof tanks are often built to the American Petroleum Institute (API) Standard 650 Welded Steel Storage Tanks. ... [Pg.176]

We confine ourselves here to cylindrical tanks as an example. For free-standing liquid storage tanks the following formula applies to the design stress crD ... [Pg.825]

F. Designing Liquid Storage So Leaks and Spills Do Not Accumulate Under Tanks or Process Equipment... [Pg.78]

The planned composition for the acidic HLW solutions includes 7.0M nitric acid with only trace quantities of sodium and sulfate. The most critical specification for liquid storage will be volume however, sodium and sulfate content will be the most limiting specification for solidification. The new acidic HLW facility will be designed to meet all the natural phenomena and EPA criteria as well as to include the same degree of confinement conservatism as the existing HLW systems. [Pg.83]

Flammable Liquids Storage Rooms rooms that are designed according to 29CFR1910.106 (d)(4) for the storage of flammable and combustible liquids. [Pg.154]

In a liquid storage area specifically designed and protected for dispensing Class I flammable liquids that meet the requirements of NFPA 30. [Pg.211]

NFPA 45,12.1.1 4.3.5.5 Transfer of Class I liquids from containers of 19L (5 gal.) or more capacity shall be carried out as follows In a separate building OR In a liquid storage area specifically designed for dispensing Class I flammable liquids that meet the requirements of NFPA 30. [Pg.211]

Calculate the minimum thickness of PET for protection of a product that has an end of shelf life when it has reacted with 0.005% (wt/vol) of oxygen. The package design is a 500-ml container with 400 cm area. The product is a water-based liquid. Storage conditions are 25°C and 60% RH. The desired shelf life Is six months. Also, calculate the water loss at the end of six months in this package. [Pg.385]

Adams, N.J.I. (1992) Seismic design rules for flat bottom cylindrical liquid storage tanks , Int. Journal Pressure Vessels and Piping, 49, pp. 61-95. [Pg.182]

Kana, D.D. (1978) Seismic response of flexible cylindrical liquid storage tanks . Nuclear Engineering and Design, 52, pp. 185-99. [Pg.182]

See other pages where Liquid storage, design is mentioned: [Pg.478]    [Pg.2307]    [Pg.128]    [Pg.295]    [Pg.141]    [Pg.333]    [Pg.150]    [Pg.146]    [Pg.82]    [Pg.2062]    [Pg.961]    [Pg.1174]    [Pg.52]    [Pg.146]    [Pg.135]    [Pg.1177]    [Pg.153]    [Pg.114]    [Pg.2311]    [Pg.193]    [Pg.31]    [Pg.537]    [Pg.550]    [Pg.192]    [Pg.157]    [Pg.673]    [Pg.419]    [Pg.24]    [Pg.502]    [Pg.509]    [Pg.394]    [Pg.121]    [Pg.94]    [Pg.314]    [Pg.637]   
See also in sourсe #XX -- [ Pg.78 ]



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