SLIDE 35 PRACTICAL APPLICATION OF RISK ANALYSIS
Case study: influence of tunnel cross section on fire risk
- The model calculations were performed with a 2-lane
vaulted tunnel cross section
- Recent research results show, that there is a relevant
influence of height, width and shape of tunnel cross section
EV (fire risk) FN-curve (overall risk) Influence of tunnel geometry (bidirectional tunnel)
Model tunnel: 1,2 km bidirectional; 20.000 veh/d; longitudinal ventilation
vaulted cross section
rectangular cross section
1,00E-11 1,00E-10 1,00E-09 1,00E-08 1,00E-07 1,00E-06 1,00E-05 1,00E-04 1,00E-03 1,00E-02 1,00E-01 1,00E+00 1 10 100 1.000
frequencyof event per year and km consequencesof event (fatalities)
9,10E-03 1,55E-02
Tunnel 1 Tunnel 4
Influence of tunnel cross section on fire risk in a bidirectional tunnel with longitudinal ventilation (research project “Sicherheitsbewertung RABT-konformer Tunnel” – Heimbecher, Kohl 2011)
35