08/07/2008
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A:
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Graham Bennett, DNV , graham.bennett@dnv.com
Submitted by one of my colleagues. The heavy steam in the VDU should be a mixture of various hydrocarbons. Normally it is a bit misleading to talk about the boiling point of a mixture, since a boiling point is only true for a pure component. For a mixture, we normally talk about bubble point (the temperature point at which the first bubble of vapor is formed) and dew point (the temperature point first liquid is formed). If a vessel containing a mixture is under fire, the mixture will start to evaporate while the liquid temperature reaches the bubble point, and all the mixture will evaporate completely when the temp reaches to the dew point. During this period (from bubble point to dewpoint), the latent heat (L) is not constant, but can be decided by the difference between vapour enthalpy and liquid enthalpy at each temperature point. A series of required release rates can then be calculated by the absorbed heat (Q: defined by the vessel wetted area - API 521 section 3.15.2) divided by the various latent heats (defined above) at different temperatures. We can then use the equation at API 520 Part 1 section 3.6 Sizing for Gas or Vapor Relief to get a series of required orfice areas of a pressure relief valve. We should remain aware that while using this API520 equation, temperature and molecular weight are different at different release temperatures. The relief valve should finally be selected based on the maximum orifice size that is calculated. The normal methods to prevent equipment from external fire are (1) passive fire protection both to the vessel and to the support structure (2) adequate drainage (eg, slope the ground) to drain the released liquid to a safe place (3) adequate fire detection and firefighting system (fire wire, flame detection, firewater etc). The rupture condition of a vessel is normally decided by the vessel internal stress (defined by the vessel internal pressure and vessel thickness), the vessel wall temperature, and the time under this temperature. For example, API 521 figure 2 shows that for a steel plate (ASTM A 515, Grade 79), at internal stress 10,000 pounds per square inch and at temperature 480 DegC, the vessel does not rupture even after 1000 hours. Whilst if the internal rupture stress reaches 40,000 pounds per square inch, at the same temperature, it will rupture after 20 hours. At an internal rupture stress of 80,000 psi, at the same temperature, it will rupture about 1 minute. How to estimate cracking temperature? Again, whether the vessel will rupture or not is a function of internal pressure, wall thickness, wall temperature, time under fire etc. Because Figure 2 at API 521 is based on steel ASTM A 515, Grade 79, it can only be used as a reference for calculation. However if we know the vessel wall thickness, the design pressure of the vessel, the wetted area of the vessel, all these questions can be answered.
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