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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. "Combined Use for Road and Railway Vehicles." NCHRP Synthesis 415: Design Fires in Road Tunnels. Washington, DC: The National Academies Press, 2011.

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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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27 CHAPTER FIVE COMBINED-USE ROAD TUNNELS--LITERATURE REVIEW Every tunnel is unique. This chapter shows how complex COMBINED USE FOR ROAD VEHICLES tunnels can be. Considering the significant cost of tunnel AND UTILITIES construction, there is a reasonable attempt to use tunnels for Combined tunnels for road vehicles and utilities can include different purposes. gas and fuel lines. These types of tunnels cross rivers and connect islands and even possibly continents. When finished, The combined-use road tunnels can be classified as follows: the Bering Straight Tunnel will contain a highway, railway, oil pipelines, and fiber optic cables. The installation of oil · Combined use for road vehicles and pedestrians and pipelines could lead to additional risk that would need to be bicycle riders. addressed when designing for a fire. · Combined use for road vehicles and utilities, including gas fuel and electrical power lines. · Combined use for road and railway vehicles. COMBINED USE FOR ROAD · Railway tunnels with railway cars that carry road AND RAILWAY VEHICLES vehicles. A channel tunnel is an example. This type of tunnel is considered a railway tunnel and is not covered There are many examples of combined use for road and rail- by this report. way vehicles in tunnels (see Figure 7). Some tunnels have separate tubes for road traffic and separated tubes for railway traffic. Some of them have a single tube that serves for both COMBINED USE FOR ROAD VEHICLES road and railway traffic. An example of this is the Whittier AND PEDESTRIANS Tunnel in Alaska. This 4-km (2.5-mile)-long, one-lane tunnel was designed as a combination highway and railway tunnel Tunnels for combined use can be classified as follows: that allows cars and trains to take turns traversing the tunnel. It is the longest combined rail­highway use tunnel in North · Tunnels with pedestrian walkways and bicycle lanes. America. The Stockton Street Tunnel in San Francisco is an example of this type of tunnel (see Figure 5). Most of Drogden Tunnel between Copenhagen in Denmark and these tunnels are relatively short. Such tunnels require Malmo in Sweden is an example of the combined-use tunnel special attention for air quality and security. Some with separate tubes for road and railway vehicles (24). It is an road tunnels allow for animals to pass through under immersed tunnel approximately 4 km (2.5 miles) long. Com- supervision. pleted in 2000, it consists of two uni-directional rail tunnels · Tunnels that accommodate bus stops (see Figure 6). and two uni-directional road tunnels. All four tunnels are Passengers occupy the Stop area only and do not travel parallel. Between the two road tunnels there is a very narrow along the tunnel. This bus tunnel in Seattle is an exam- tunnel, or "central gallery," which runs the length of the tunnels. ple. Since 2009, a downtown Seattle Transit Tunnel has The central gallery consists of three smaller "galleries," one allowed bus and rail. There are many regular road tun- on top of the other. At the top is a "service gallery," below nels that allow for any traffic and accommodate bus that is an "escape gallery," and below that is a small gallery stops leading to the outside. Those tunnels may require for fire mains and drainage pipes (see Figure 8). There are special attention to public safety as they are similar to cross-passages between the road tunnels and the narrow railway and metro tunnels dealing with higher concen- tunnel. Incidents occurred in these links in 2000, 2001, 2004 trations of people in the tunnel. However, this could be and 2007, but none in the tunnel itself. There is presently no more dangerous from a fire standpoint owing to the pos- available information on tunnel fires occurring in combined- sibility of truck fires. use tunnels.

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28 FIGURE 7 Whittier Tunnel interior: combined-use for road and railway vehicles. FIGURE 5 Tunnel with pedestrian walkways all along the tunnel for pedestrian crossings (San Francisco). FIGURE 8 Cross section of the Drogden Tunnel (dimensions in millimeters). FIGURE 6 Tunnels that accommodate bus stops (Seattle).