Monitoring the dynamic displacements of railway track
Monitoring the dynamic displacements of railway track
This paper reports the development and testing of two independent, innovative techniques for measuring rail displacements. One system combines remote video monitoring with particle image velocimetry, using a webcam and a small telescope. The second uses sleeper mounted geophones that give a voltage output proportional to the velocity of motion, which can be filtered and integrated to calculate displacements. Laboratory validation tests show that the video monitoring system can measure peak-to-peak displacements to within 0.04 mm from a distance of 15 m for frequencies less than 4 Hz. The geophones measure peak-to-peak displacements to within 0.07 mm for frequencies as low as 1 Hz. Data from three different standards of railway track and/or train speeds are used to explore and quantify the limitations of each system in the field.
monitoring, piv, geophones, railway track, displacements
13-22
Bowness, D.
8f1df5c0-39a8-44ca-aad7-2c57869e6631
Lock, A.C.
a0a98ea4-05c0-49ab-8807-26cd5e6cac89
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
Priest, J.A.
2c22f55d-ea01-4485-9a16-d5c79f79a972
Richards, D.J.
a58ea81e-443d-4dab-8d97-55d76a43d57e
1 January 2007
Bowness, D.
8f1df5c0-39a8-44ca-aad7-2c57869e6631
Lock, A.C.
a0a98ea4-05c0-49ab-8807-26cd5e6cac89
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
Priest, J.A.
2c22f55d-ea01-4485-9a16-d5c79f79a972
Richards, D.J.
a58ea81e-443d-4dab-8d97-55d76a43d57e
Bowness, D., Lock, A.C., Powrie, W., Priest, J.A. and Richards, D.J.
(2007)
Monitoring the dynamic displacements of railway track.
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 221 (1), .
(doi:10.1243/0954409JRRT51).
Abstract
This paper reports the development and testing of two independent, innovative techniques for measuring rail displacements. One system combines remote video monitoring with particle image velocimetry, using a webcam and a small telescope. The second uses sleeper mounted geophones that give a voltage output proportional to the velocity of motion, which can be filtered and integrated to calculate displacements. Laboratory validation tests show that the video monitoring system can measure peak-to-peak displacements to within 0.04 mm from a distance of 15 m for frequencies less than 4 Hz. The geophones measure peak-to-peak displacements to within 0.07 mm for frequencies as low as 1 Hz. Data from three different standards of railway track and/or train speeds are used to explore and quantify the limitations of each system in the field.
This record has no associated files available for download.
More information
Published date: 1 January 2007
Keywords:
monitoring, piv, geophones, railway track, displacements
Identifiers
Local EPrints ID: 48120
URI: http://eprints.soton.ac.uk/id/eprint/48120
ISSN: 0954-4097
PURE UUID: ded8448c-0f41-4e84-8069-c7db6b9e16d9
Catalogue record
Date deposited: 30 Aug 2007
Last modified: 16 Mar 2024 02:47
Export record
Altmetrics
Contributors
Author:
D. Bowness
Author:
A.C. Lock
Author:
J.A. Priest
Download statistics
Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.
View more statistics