H. Lynn Turner - Leander TX, US William C. Shell - Georgetown TX, US Brian Roger VanVoorst - Minneapolis MN, US David Rozacky - Taylor TX, US Carlos Martinez - Cedar Park TX, US Charles W. Aaron - Salado TX, US Joel Scott Howard - Bedford TX, US
International Classification:
E01B 1/00 G01C 3/08 G06F 17/10 G06F 15/00
US Classification:
104 2, 702156, 702150, 703 2
Abstract:
A method for delivering ballast to a section of railroad track includes measuring an existing ballast profile of a section of railroad track using a remote sensing system, and providing a signal indicative thereof to a first computer. Using the first computer, the existing ballast profile is compared with an ideal ballast profile to compute a track file representing a volume of additional ballast needed as a function of linear position along the section of railroad track, and data representing the track file is transmitted to a second computer of an automatic ballast dump train. Ballast is dumped along the section of railroad track according to the track file under control of the second computer.
Ballast Delivery And Computation System And Method
- Georgetown TX, US NATHAN BACHMAN - Georgetown TX, US WILLIAM C. SHELL - Georgetown TX, US BRIAN VAN VOORST - Minneapolis MN, US DAVID ROZACKY - TAYLOR TX, US CARLOS MARTINEZ - Cedar Park TX, US CHARLES W. AARON - Salado TX, US JOHN SHACKLETON - Minneapolis MN, US JOEL SCOTT HOWARD - Bedford TX, US JONATHAN PAUL SCHEWE - Maple Grove MN, US
International Classification:
E01B 1/00 G01F 22/00 G01S 17/88
US Classification:
701 19
Abstract:
A method, performed by a computer having a processor and system memory, for calibrating a tie height of a ballast profiling rail vehicle having a remote sensing system, includes traversing the rail vehicle along a first calibration section of railroad track at a calibration speed, detecting, using the remote sensing system, a plurality of height to tie measurements in the first calibration section, establishing a rolling median average of the height to tie measurements, and determining a calibration tie height relative to the rail vehicle based upon the rolling median average.
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