I am trying to get my head around this. In the fire safety engineering (FSE)community FDS is frequently used for modelling natural smoke ventilation in large spaces. However, based on my understanding of FDS, modelling differences in the so called hydrostatic pressure requires different zones and hence using functions like the HVAC feature. I have not experienced that these functions are used or even discussed.
The stack effect caused by differences in the so-called hydrostatic pressure is mostly mentioned in connection to high rice buildings. However, as the smoke layer heats up the hydrostatic pressure differences can be a significant driving force even in relatively low buildings.
My conclusion would then be that most simulations in FSE and even some research is missing a major driving force in smoke ventilation and will then have major errors. Information or discussions regarding these matters is scarce. Is anyone familiar with validation work done on natural smoke ventilation that deals with these matters?
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Thank you for the suggested procedure.
I see have been bit quick at drawing conclusions. Got lost in the theory when trying to explain some discrepancies.
That leads me back to one of my questions. Is there any validation work done with natural ventilation in large spaces? P Coyle and V. Novozhilov did a comparison with the work done by T. Yamana and T. Tanaka with FDS 4 https://pdfs.semanticscholar.org/5398/be70492b4fbb63d3e768886f56f9ed961383.pdf
I have tried to replicate this with FDS 6.6 and are getting lower smoke layer heights than the experiment. Any similar experience?
Analysis of the impact of the inlet boundary conditions in fds results for air curtain flows in the near-field region
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