Technical Papers
Nov 17, 2017

Use of Unmanned Aerial Vehicle Photogrammetry to Obtain Topographical Information to Improve Bridge Risk Assessment

Publication: Journal of Infrastructure Systems
Volume 24, Issue 1

Abstract

Bridges, as all objects in road networks, are built to provide a specified level of service over a specified time period. This level of service ensures that acceptable levels of health, safety, and prosperity of society are guaranteed. The level of service, required from the transportation infrastructure, changes over time, as does the ability of infrastructure to provide it. The extent of maintenance is influenced by gradual deterioration, such as that caused by chloride-induced corrosion of concrete, and sudden deterioration such as that caused by the occurrence of scour resulting from extreme floods. To ensure that infrastructure provides the required service levels, its performance needs to be monitored. Determining how monitoring is to be done is a trade-off between accuracy and cost. Ideally, one will have access to accurate but inexpensive monitoring techniques. This paper contains the results of an investigation into the use of an unmanned aerial vehicle and modern photogrammetric technology to obtain topographical information to apply in bridge risk assessment. The unmanned aerial vehicle was used to take georeferenced images. With the images and photogrammetric technology, a three-dimensional (3D) mesh of the terrain was generated. This mesh was then converted to a computational mesh, which could be used to run computational fluid dynamic simulations during a bridge risk assessment. The investigated bridge was a single span concrete bridge in the Canton of Grisons, Switzerland. The hydraulic events, predicted by the developed model, correspond with historical observations, indicating that the topographical information collected is sufficiently accurate to be used to simulate complex flow situations, which can be used in bridge risk assessments.

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Acknowledgments

This project has received funding from the European Union’s Seventh Programme for research, technological development and demonstration under Grant Agreement No. 603960 and from the European’s Union Horizon 2020 research and innovation program under the Grant Agreement No. 636285. Furthermore, the authors thank Reto Hess from the Road Office of Grisons (TBA GR), Chur, Switzerland, for technical support during the study, and they acknowledge the help of Clemens Kielhauser during the UAV survey.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 24Issue 1March 2018

History

Received: Jan 3, 2017
Accepted: May 9, 2017
Published online: Nov 17, 2017
Published in print: Mar 1, 2018
Discussion open until: Apr 17, 2018

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Research Associate, Institute of Construction and Infrastructure Management, Swiss Federal Institute of Technology, 8093 Zürich, Switzerland (corresponding author). ORCID: https://orcid.org/0000-0002-8849-5751. E-mail: [email protected]
Bryan T. Adey [email protected]
Professor, Institute of Construction and Infrastructure Management, Swiss Federal Institute of Technology, 8093 Zürich, Switzerland. E-mail: [email protected]
Michał Woźniak
Graduate Student, Institute of Construction and Infrastructure Management, Swiss Federal Institute of Technology, 8093 Zürich, Switzerland.
Oliver Schümperlin
Graduate Student, Institute of Construction and Infrastructure Management, Swiss Federal Institute of Technology, 8093 Zürich, Switzerland.

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