Template:Department of navy blast effects: Difference between revisions
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===Effects based on blast pressure<ref>Terrorism Handbook for Operational Responders by Armando Bevalacqua and Richard Stilp (1998) and the Department of the Navy EODB 60 A-1-1-4 (2001) “Table A-1 http://www.fema.gov/pdf/plan/prevent/rms/428/fema428_ch4.pdf</ref> | ===Effects based on blast pressure<ref>Terrorism Handbook for Operational Responders by Armando Bevalacqua and Richard Stilp (1998) and the Department of the Navy EODB 60 A-1-1-4 (2001) “Table A-1 http://www.fema.gov/pdf/plan/prevent/rms/428/fema428_ch4.pdf</ref>=== | ||
{|class="wikitable" | {|class="wikitable" | ||
| align="center" style="background:#f0f0f0;"|'''Potential Injury''' | | align="center" style="background:#f0f0f0;"|'''Potential Injury''' | ||
Latest revision as of 22:27, 3 March 2015
Effects based on blast pressure[1]
| Potential Injury | Pressure (PSI) | Structural Effects |
| Loss of balance/temporary ear damage | 0.5-3 psi | Glass shatters; facade fails |
| Slight chance of eardrum rupture | 5-6 psi | Cinderblock shatters; steel structures fail; containers collapse; utility poles fail |
| 50% chance of eardrum rupture | 15 psi | Structural failure of typical construction |
| Lung collapse/damage | 30 psi | Reinforced construction failure |
| Fatal injuries | 100 + psi* | Structural failure |
- ↑ Terrorism Handbook for Operational Responders by Armando Bevalacqua and Richard Stilp (1998) and the Department of the Navy EODB 60 A-1-1-4 (2001) “Table A-1 http://www.fema.gov/pdf/plan/prevent/rms/428/fema428_ch4.pdf