TECHNICAL PAPERS
Apr 15, 2003

Highway-Rail Quad Gate Operation Time by System Simulation of Dynamic Dilemma Zone

Publication: Journal of Transportation Engineering
Volume 129, Issue 3

Abstract

A simulation model incorporating determination of a dynamic dilemma zone and algorithms to determine gate operation parameters for train-vehicle collision avoidance at highway-rail intersections (HRI) is developed, validated, and applied to two crossings on the Chicago-St. Louis High Speed Passenger Rail Corridor. A dynamic dilemma zone, as opposed to a static dilemma zone, is a road segment on approach to an intersection, which varies in length based on fluctuations in vehicle speeds and the number of vehicles within a road segment. Findings from the system simulation indicate that the proposed operating policy of control devices at highway-rail intersections is appropriate to provide advance warning and theoretically, detection parameters for eliminating high risk of a collision between vehicles within a dynamic dilemma zone and a train. Application to intelligent transportation system safety algorithms for HRI should be considered.

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References

Aberg, L.(1988). “Driver behavior at flashing-light, rail-highway crossings.” Accid. Anal Prev., 20(1), 59–65.
Benekohal, R. F. (1991). “Procedure for validation of microscopic traffic flow simulation models.” Transportation Research Record. 1320, Transportation Research Board, Washington, D.C., 190–202.
Coleman, F., and Moon, Y. J. (1996). “Design of gate delay and gate interval time for four-quadrant gate system at railroad-highway grade crossings.” Transportation Research Record. 1553, Transportation Research Board, Washington, D.C., 124–131.
Federal Highway Administration (FHWA). (1999). “Executive Summary.” National ITS Architecture (CD-ROM), DOT, Washington, D.C.
Illinois Department of Transportation. (1994). National railroad-highway crossing inventory, Springfield, Ill.
May, A. D. (1990). Traffic flow fundamentals, Prentice-Hall, Englewood Cliffs, N.J., 376–414.
Meeker, F. L., and Barr, R. A.(1989). “An observational study of driver behavior at a protected railroad grade crossing as trains approach.” Accid. Anal Prev., 21(3), 255–262.
Meeker, F. L., Fox, D., and Weber, C.(1997). “A comparison of driver behavior at railroad grade crossings with two different protection systems.” Accid. Anal Prev., 29(1), 11–16.
Moon, Y. J. (1998). “Car following and dynamic dilemma zone model for determining gate operation times based on driver behavior at highway-rail intersections.” PhD dissertation, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
Moon, Y. J., and Coleman, F. (1999). “Driver’s speed reduction behavior at highway-rail intersections.” Transportation Research Record. 1692, Transportation Research Board, Washington, D.C., 94–105.
Pritsker, A. A. B., et al. (1997). Simulation with visual SLAM and AweSim, Wiley, New York.
Sanders, J. H. (1976). “Driver performance in countermeasure development at railroad-highway grade crossings.” Transportation Research Record. 562, Transportation Research Board, Washington, D.C., 28–37.
Sheffi, Y., and Mahmassani, H.(1981). “A model of driver behavior at high-speed signalized intersections.” Transp. Sci., 15(1), 50–61.
Shinar, D., and Raz, S.(1982). “Driver response to different railroad crossing protection systems.” Ergonomics, 25(9), 801–808.
Taoka, G. T.(1989). “Brake reaction times of unalerted drivers.” Inst. Transport. Eng. J., 59, 19–21.
Tenkink, E., and Van der Horst, R.(1990). “Driver behavior at flashing light railroad grade crossings.” Accid. Anal. Prev., 22(3), 229–239.
Transportation Research Board (TRB). (1975). “Traffic flow theory: A monograph.” Special Rep. 165, National Research Council, Washington, D.C., 71–86.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 129Issue 3May 2003
Pages: 253 - 261

History

Received: Jan 26, 2001
Accepted: Mar 25, 2002
Published online: Apr 15, 2003
Published in print: May 2003

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Authors

Affiliations

Young J. Moon
Research Associate, ITS Res. Center, The Korea Transport Institute, 2311 Daehwa-dong, Ilsan-gu, Koyang-city, Kyonggi-do, Korea 411-701.
Fred Coleman, III
Visiting Assistant Professor, Dept. of Business Administration, 1206 S. Sixth St., Univ. of Illinois at Urbana-Champaign, Champaign, IL 61820.

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