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

Citation Manager

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

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Page
46
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Page
46
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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OCR for page 46
47 TABLE 9 LIST OF US TUNNEL AGENCIES THAT RESPONDED TO THE SURVEY Agency Tunnel Name Hampton Roads Bridge Tunnel--EBL Hampton Roads Bridge Tunnel--WBL Downtown Tunnel (First)--WBL Virginia DOT Downtown Tunnel (First)--EBL NAS Runway #29 Underpass Monitor­Merrimac Memorial Bridge Tunnel Midtown Tunnel Liberty Tunnel Pennsylvania DOT Stowe Tunnel Maryland Fort McHenry Tunnel Transportation Authority Baltimore Harbor Tunnel Oneonta Cape Creek Elk Creek Toothrock Oregon DOT Arch Cape Salt Creek Sunset Knowles Creek Vista Ridge Twin Tunnels Washington State I-90 Mount Baker Ridge Tunnel DOT I-90 Mercer Island Tunnel Port Authority of New York & New Jersey The Holland Tunnel Chesapeake Bay Thimble Shoals Bridge and Tunnel Authority Chesapeake Channel Colorado DOT-- Region 1, Maintenance Section 9 Eisenhower/Johnson Memorial Tunnel (2 bores, 1 unit) Webster Tube Posey Tube California Sunrise On Ramp Department of Caldecott Tunnel Complex #1 Transportation Caldecott Tunnel Complex #2 Caldecott Tunnel Complex #3 Of the five international agencies responding, three reported plan in place. Most agencies have videotaped incidences of that an investigation was performed almost every time after a car fires. fire, whereas one responded occasionally, depending on the fire size. The estimated maximum fire size ranged from 1 For all of the national responses, the strengths of the agen- to 57 MW (3 to 195 MBtu/hr). The longest duration of a fire cies' fire management programs were diverse from equip- ranged from 10 min to 120 min (in a Korean tunnel). ment, to coordination of multiple entities, to surveillance and rapid response. Preparation and planning were the primary strengths. Of the 19 U.S. tunnels that reported on the kind EXISTING PRACTICE OF FIRE MANAGEMENT IN ROAD TUNNELS of fire-detection system used (multiple selections allowed), 18 chose closed circuit television (CCTV) incident detection. Most agencies (13 of 19 U.S. tunnels) have been successful Of the 20 U.S. tunnels that reported on the kind of fire pro- and the rest were partially successful in managing fire events. tection system used, all chose fire extinguishers in the tunnel, All 22 of the tunnels reporting have an emergency response whereas almost all (17) use a standpipe system with fire hose