Technical Papers
Feb 5, 2014

Spiral Length Design

Publication: Journal of Transportation Engineering
Volume 140, Issue 5

Abstract

In the literature, the length of a clothoid spiral usually is determined by three equations. These equations do not lead to the same length. As a result, all equations are applied and the maximum length is chosen. Of these three equations, two are based on actual and unbalanced superelevation with speed. These two equations are theoretically inaccurate. Thus, after selecting a spiral length, designers need to check the length against comfort criteria, even though these two equations are based on the same comfort criteria. Then, the length is adjusted. In fact, all parameters, such as jerk (g/s), actual superelevation runoff (mm/s), unbalanced superelevation runoff (mm/s), rotational runoff (deg/s), cant gradient, and twist (mm/min), are interrelated. Jerk criteria can fix the spiral length. In this paper, the writer presents spiral length equations that lead to equal spiral length by exploiting the interrelation between actual and unbalanced superelevation runoffs. With this process, the roll, superelevation gradient, and twist are internalized and designers need not recheck the comfort criteria. A single equation would replace the need for many, saving design time. This paper is a revised, improved version of an earlier, peer-reviewed conference paper by the writer.

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Acknowledgments

I wish to acknowledge the technical editing by Mr. Bob Bowman, ASct Quality Manager, Transportation Division, SNC-Lavalin Inc., Vancouver, Canada.

References

Esveld, C. (2001). Modern railway technology, MRT-Productions, The Netherlands.
Federal Railroad Administration (FRA). (2008). “Title 49.” Code of federal regulations, Railway Educational Bureau, Omaha, NE.
Hasan, N. (2010). “Spiral length design.” Proc., 2010 ASME/ASCE/IEEE Joint Rail Conf., ASME, New York.
Hasan, N. (2011a). “Maximum allowable speed on curve.” Proc., 2011 ASME/ASCE/IEEE Joint Rail Conf., ASME, New York.
Hasan, N. (2011b). “Passenger track curve design criteria: Comfort criteria, equivalent comfort criteria, and applications.” Proc., 2011 ASME/ASCE/IEEE Joint Rail Conf., ASME, New York.
Mundrey, J. S. (2010). Railway track engineering, Tata McGraw Hill Education, New Delhi.
Transit Cooperative Research Program (TCRP). (2000). Track design handbook for light rail transit, Rep. No. 57, National Academy Press, Washington.
Transit Cooperative Research Program (TCRP). (2012). Track design handbook for light rail transit, 2nd Ed., National Academy Press, Washington.
UIC Code. (1989). “Layout characteristics for lines used by fast passenger trains.” 1994 International Union of Railways, 16 Rue Jean Rey—75015 Paris, France.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 140Issue 5May 2014

History

Received: Jun 11, 2013
Accepted: Nov 25, 2013
Published online: Feb 5, 2014
Published in print: May 1, 2014
Discussion open until: Jul 5, 2014

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Authors

Affiliations

Nazmul Hasan [email protected]
Senior Trackwork Engineer, SNC-Lavalin Inc., Transportation Division, Vancouver, British Columbia, Canada V6E 3C9. E-mail: [email protected]

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