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NCHRP Synthesis 415: Design Fires in Road Tunnels (2011)
National Cooperative Highway Research Program Synthesis Program (NCHRPSYN)

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Maevski, Igor Y, Transportation Research Board. "Summary." NCHRP Synthesis 415: Design Fires in Road Tunnels. Washington, DC: The National Academies Press, 2011.

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110
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Page
110
Front Matter (R1-R10)
Summary (1-5)
Project Overview (6-6)
Description of the Survey Process (7-8)
Prevention of Tunnel Highway Fires (9-9)
Making Transportation Tunnels Safe and Secure (10-10)
UPTUN - Summary (11-11)
SafeT (12-12)
Safe Tunnel (13-13)
EGSISTES (14-14)
Summary (15-15)
Heat Effects (16-16)
Air Carbon Monoxide Content (17-17)
Air Velocities (18-18)
Summary (19-19)
Cause of Vehicular Fires in Road Tunnels (20-22)
Consequences of Tunnel Fires (23-23)
Summary (24-25)
Combined Use for Road and Railway Vehicles (26-27)
Full Scale Tests (28-34)
Small-Scale Testing (Physical Modeling) (35-35)
Large-Scale Experimental Facilities (36-36)
Gaps in Fire Testing, Modeling Limitations, and Computational Fluid Dynamics Verifications (37-37)
Summary (38-39)
Chapter Seven - Analytical Fire Modeling - Literature Review (40-40)
Analytical (Numerical) Fire Modeling Technique (41-42)
Findings on Numerical Modeling Based on Literature Review (43-43)
Summary (44-44)
Severity of Tunnel Fires (45-45)
Existing Practice of Fire Management in Road Tunnels (46-46)
Best Design Practice (47-47)
Maintenance, Repair, and Rehabilitation of the Fire Management Systems (48-48)
Selected Important Examples (49-49)
Computer-Based Training Tools for Operators to Manage Fire - Virtual Training (50-52)
Background (53-54)
Integrated Approach to Safety in Tunnels (55-56)
Design Fire Size (57-58)
Exploring the Emerging Issues of Alternative Fuel Vehicles on Design Fires (59-63)
Fire Smoke and Smoke Production - Literature Review (64-67)
Temperature of Fire Gases and Tunnel Walls (68-69)
Fire Development Based on Literature Review (70-74)
Summary (75-77)
Chapter Ten - Compilation of Design Guidance, Standards, and Regulations (78-81)
Tunnel Ventilation and International Standards Requirements (82-88)
Tunnel Fire Detection, Notification, and International Standards Requirements (89-91)
Tunnel Egress and International Standards Requirements (92-92)
Tunnel Incident Response and International Standards Requirements (93-94)
Summary (95-95)
TimeTemperature and Time-of-Tenability Curves (96-98)
Emergency Egress Timeline (99-100)
Combined Curve for Evacuation and System Activation (101-101)
Summary (102-103)
Background (104-109)
Summary (110-110)
Influence of Ventilation on Fire Heat Release Rate (111-111)
Influence of Structural and Nonstructural Components on Fire Heat Release Rate (112-112)
Summary (113-113)
Example of Design Fire Size Estimate (114-115)
Chapter Fourteen - Conclusions (116-122)
References (123-125)
Bibliography (126-128)
Glossary (129-129)
Appendix A - Survey Questionnaire (130-135)
Appendix B - List of Responding Agencies (136-136)
Appendix C - Summary of Survey Questionnaire Responses (137-149)
Appendix D - Tunnel Safety Projects Additional Descriptions (150-155)
Appendix E - Fire Tests (156-159)
Appendix F - Comparison of National and International Standards Requirements (160-177)
Appendix G - Past Tunnel Fires Description (178-188)
Abbreviations used without definitions in TRB publications (189-189)

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111 measure. Behavioral studies have shown that most Today, more than 100 tunnels worldwide are equipped with people do not panic in a fire, even when they are an active fire protection system. Although a few automatic unable to see. sprinkler systems have been installed in tunnels, most systems 6. The use of water-based fixed firefighting systems could are deluge systems. Water mist systems may require less water cause the delamination of the smoke layer and induce per zone. Storage tanks, pumps, and pipes can be smaller, sav- turbulence and mixing of the air and smoke, thus fur- ing on costs. However, to protect the small nozzle orifices ther threatening the safety of persons in the tunnel. higher-quality materials, such as stainless steel, are required, This has been shown not to be a valid concern. Fire which add to the costs. tests have demonstrated that smoke does not usually form a layer at the top of the tunnel but quickly fills the The type of ventilation system influences the type of sprin- cross section. Normal air movement in the tunnel accel- kler system and the sprinkler system design impacts the venti- erates this process. A water-based fixed firefighting sys- lation system performance. Some of the challenges faced with tem reduces temperatures and the risk of fire spread to considering ventilation and fixed fire suppression systems in other vehicles. the tunnel are: 7. Testing of a water-based fixed firefighting system on a periodic basis to determine its state of readiness is · Selection of the type of fixed fire suppression system impractical and costly. depends on the type of tunnel ventilation system. A full discharge test is normally performed only · Wet fixed fire suppression systems can be activated at system commissioning. During routine testing, the before ventilation and can control fire growth rate, fire system can be configured to discharge flow to the drain- size, and the overall smoke production rate at an early age system. stage of fire development. · Activation time of a fixed fire suppression system may differ depending on the type of ventilation. SUMMARY · For longitudinal ventilation, the sprinkler zones may need PIARC, NFPA, and several European countries are rethink- to be switched or additional zones may be required once ing their position on fixed fire suppression system application ventilation mode is in full speed. for their tunnels. It is recognized that sprinklers are able to · With transverse ventilation, a short system activation reduce fire size and temperature and prevent fire from spread- delay may need to be considered. ing. In addition, it is recognized that timely activation of · Delay with the fixed fire suppression system activation active fire protection systems will limit damage to the tunnel will require additional water supply because of the larger in the event of a fire. However, there were also some earlier fire size at the time of activation. lessons, which are to be reviewed when making a decision: · Extended delay with a fixed fire suppression system may result in its inability to control fire, in structural damages, · Once the sprinkler system is activated, it shall not be and a possible explosion. A reliable automatic fire- turned off until a fire source is completely extinguished detection system is essential. and the tunnel determined to be safe. · With timely activation of a suppression system, the The undesirable consequences of fixed fire suppression HRR is reduced. With delayed activation fire over- system activation, such as smoke destratification, increased whelms and the suppression system may not be effec- humidity, and decreased visibility, are hopefully outweighed tive. Extended delay with a fixed fire suppression system by its other positive outcomes of fire growth rate control, may result in its inability to control fire, in structural containment of fire spread, and reduced temperatures. damages, and possible explosions. A reliable automatic fire-detection system is essential. The questions that need additional investigation are whether · It is essential that the detection system is capable of the fixed fire suppression system can replace other tunnel fire detecting a small fire (in the order of 1­5 MW) life safety systems, such as ventilation and passive protection · Accidental activation of the sprinkler system is un- systems, or whether the size and requirements for such systems acceptable. can be reduced.