A hybrid wireless sensor network has been developed for structural monitoring of transport tunnels. The system combines the advantages of wired and wireless sensing to simplify and speed up installation. The wireless modules are based on low-cost sensors for inclination or displacement, and temperature and humidity. These are combined with a commercial radio module to eliminate the need to install cables around the tunnel. The modules report readings back to a gateway installed on the wall of the tunnel, automatically relaying the readings from other modules as required. The readings are transmitted to the surface along cables that can be quickly and easily installed in the cable trays running along the walls of the tunnel and up the closest vent shaft. From the surface the readings are sent to a server via the mobile phone network and made available in real time on a web page. The results of a trial installation on the London Underground Jubilee line are reported.
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June 2010
Research Article|
June 01 2010
Wireless sensor network for monitoring transport tunnels
P. J. Bennett, PhD, CPhys;
P. J. Bennett, PhD, CPhys
Formerly Senior Research Associate
Department of Engineering, University of Cambridge, UK
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Y. Kobayashi, PhD;
Y. Kobayashi, PhD
Assistant Senior Researcher
Railway Technical Research Institute, Tokyo, Japan
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K. Soga, PhD, FICE;
K. Soga, PhD, FICE
Professor of Civil Engineering
Department of Engineering, University of Cambridge, UK
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P. Wright, MSc, CEng, MICE
P. Wright, MSc, CEng, MICE
Principal Tunnel Engineer
Tube Lines Ltd, London
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Publisher: Emerald Publishing
Revision Received:
September 17 2009
Accepted:
January 27 2010
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2010 Thomas Telford Ltd
2010
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2010) 163 (3): 147–156.
Article history
Revision Received:
September 17 2009
Accepted:
January 27 2010
Citation
Bennett PJ, Kobayashi Y, Soga K, Wright P (2010), "Wireless sensor network for monitoring transport tunnels". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 163 No. 3 pp. 147–156, doi: https://doi.org/10.1680/geng.2010.163.3.147
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