Authors: Magdy El-Sibaie, David Jamieson, David C. Tyrell, J. Christopher Dorsey, Brian Mee, Brian Whitten, Kevin Kesler
Date of Publication: March 1997
Sponsoring Agency: U.S. Department of Transportation - Federal Railroad Administration, Office of Research and Development
Performing Organization: USDOT Volpe National Transportation Systems Center, ENSCO, Inc.
Report No:
Abstract:
The Federal Railroad Administration has been directing engineering studies to support the development of high speed track geometry standards. These standards are intended to cover train operating speeds from 110 MPH to 200 MPH. The studies conducted include evaluation of the use of measuring track geometry with offsets from several chord lengths, computer simulations of vehicle response to track surface and alignment variations, application of the proposed specifications to previously measured track geometry, and comparison of proposed specifications to foreign practice.
The proposed standards use multiple chords to control surface and alignment
geometry. Single isolated geometry variations are allowed greater
amplitudes than three or more repeated geometry variations. The results
of the engineering studies indicate that use of multiple chords is effective
in controlling a wide range of geometry variation wavelengths, from less
than 30 feet to greater than 250 feet. The computer simulation studies
show that at high speed, wheel/rail interaction dominates vehicle response
to short wavelength (less than approx. 100 feet) alignment variations,
while carbody motions dominate vehicle response to long wavelength variations.
Derailment and carbody accelerations are the principal concerns in vehicle
response to track geometry variations. Application of the proposed
specifications to previous measurements of high speed track on the Northeast
Corridor indicates a relatively modest number of exception locations (approx.
1 location every 3 miles). Comparison of the proposed specification
with foreign practice indicates that the proposed specification provides
a generally similar level of control of track geometry.
No. of Pages: 8
To Order This Document: Request Document No. RA500005