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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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44
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Page
44
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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45 TABLE 8 OBJECTIVES OF ANALYTICAL FIRE MODELING FOR TUNNEL FIRE SAFETY Means Use for Research Use for Design Use for Operation Numerical Advantages: Advantages: Advantages: Models (CFD) - Possibility to study - Possibility to get an - Possibility to describe many different optimization by the use the physical conditions situations of different in several locations of - Information on flow assumptions the tunnel structures unattainable Disadvantages: Disadvantages: with other methods - The model requires - Theoretical results lead Disadvantages: qualification to theoretical - The conclusions must Conclusions: conclusions be correlated to - Useful method for Conclusions: existing experimental projects, if validated - The adaptation references depends on the use of Conclusions: the model - Useful method for research Source: PIARC (21). calculated results and measurements to define rules for run- SUMMARY ning fire simulations. However, it may be able to fit all the parameters without physical reasons because such calibration Theoretical models, especially computer-based models, can could not be transposed to other configurations. be valuable in assisting tunnel fire safety decision making. However, such models can also be misleading. The international community has made large efforts and investments in research programs on fire safety in tunnels Nowadays, CFD software is considered as the design tool during the last decade. The number of international congresses of choice for obtaining an optimum design, because experi- on this subject, the development of fire model and large fire mental methods are costly, complex, and yield limited infor- test programs carried out in recent years in Europe and in the mation. However, it requires in-depth knowledge of physical United States (Memorial Tunnel) confirm this tendency. processes and numerical models and, preferably, testing experience from the numerical modeler. The CFD codes are already largely used to study fire situ- ations in tunnels; however, additional research and validation The CFD simulations of tunnel fires driven by buoyancy works are required to ensure the validity of their results. forces with significant energy release require a solution of the Navier­Stokes equations with appropriate boundary Some research is required to improve existing models, conditions. such as turbulence or combustion models. This research is generally done by universities and laboratories, the activity Table 8 provides a summary of the objectives of analyti- of which deals with fundamental fluid dynamics phenomena cal fire modeling for tunnel fire safety based on the literature and development of CFD codes. review. With the development of the sprinkler system application Many commercial CFD packages have been developed in for road tunnels came the need to model its performance. recent years. Initially, the strengths, weaknesses, and limita- Much research has been published on CFD modeling of tions of each program are investigated. Validation of the sprinkler systems and water mist systems (36­40); however, results against experimental data or another equivalent pro- there is a need to validate the sprinkler models against full-scale gram is necessary in order to have accurate results. Most of tunnel fire tests. Additional research is needed for numerical the commercially available CFD codes used in this synthesis modeling of sprinkler system impacts on flame and fire size. report have been validated against some tests; however, at times users try to stretch the software application to areas The next step is to undertake new small- and large-scale where the applications have not been validated. For example, experiments with the primary objective of validating and it is difficult to find a CFD program that has been validated calibrating physical models. It may include understanding for sprinkler system application in full-scale tunnel tests. The of flow generated by fire as well as measurements of some same applies to turbulent models; radiation models applied physical smoke properties, which are critical for models for road tunnels. There is a need for additional tests and val- (i.e., radiative smoke properties, generation of soot). idations of the CFD models for road tunnels.