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Water leakage mapping in concrete railway tunnels using LiDAR generated point clouds

Dissertation (MEng (Transportation Engineering)) University of Pretoria, 2021.

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Other Authors: Gräbe, Hannes
Format: Thesis
Language:English
Published: University of Pretoria 2022
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access_status_str Open Access
author2 Gräbe, Hannes
author_browse Gräbe, Hannes
author_facet Gräbe, Hannes
collection Thesis
dc_rights_str_mv © 2019 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria.
description Dissertation (MEng (Transportation Engineering)) University of Pretoria, 2021.
format Thesis
id oai:repository.up.ac.za:2263/83446
institution University of Pretoria (South Africa)
language English
last_indexed 2026-06-10T12:39:10.429Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from UPSpace — University of Pretoria Institutional Repository
publishDate 2022
publishDateRange 2022
publishDateSort 2022
publisher University of Pretoria
publisherStr University of Pretoria
record_format dspace
source_str UPSpace — University of Pretoria Institutional Repository
spelling oai:repository.up.ac.za:2263/83446 Water leakage mapping in concrete railway tunnels using LiDAR generated point clouds Gräbe, Hannes u16001142@tuks.co.za Hawley, Chad J. LiDAR Water leakage mapping Point clouds Intensity Concrete UCTD Dissertation (MEng (Transportation Engineering)) University of Pretoria, 2021. Light detection and ranging (LiDAR) is a key non-destructive testing (NDT) method used in modern civil engineering inspections and commonly known for its ability to generate high-density coordinated point clouds of scanned environments. In addition to the coordinates of each point an intensity value, highly dependent on the backscattered energy of the laser beam, is recorded. This value has proven to vary largely for different material properties and surfaces. In this study properties such as surface colour, roughness and state of saturation are reviewed. Different coloured and concrete planar targets were scanned using a mobile LiDAR scanning system to investigate the effect distance, incidence angle and ambient lighting have on targets of differing properties. The study comprised controlled laboratory scans and field surveying of operational concrete railway tunnels. The aim of field tests was to automatically extract water leakage areas, visible on tunnel walls, based on the intensity information of points. Laboratory results showed that darker coloured targets resulted in a lower recorded intensity value and larger standard deviation of range. Black targets recorded the lowest intensities (0 - 4 units) with 50% higher standard deviations of range, on average, compared to all other coloured targets which recorded standard deviations of around 12 mm. The roughness of each coloured target showed to largely influence the recorded intensity, with smooth surfaces recording higher standard deviations of measurements. Concrete targets proved that a difference in roughness and saturation was detectable from intensity data. The biggest change was seen with saturated targets where a 70 to 80 % lower intensity value was recorded, on average, when compared to the same targets in their dry state. The difference in target roughness showed to have no effect on intensity when saturated. The laboratory data provided an important reference for the interpretation and filtering of field point clouds. Ambient lighting had no significant effect on all measurements for both the coloured and concrete targets. Field tests conducted on an operational concrete railway tunnel confirmed and demonstrated the ability to rapidly identify, extract and record areas of water leakage based on the intensity and spatial information of point cloud data. This is particularly useful as water ingress is known to degrade concrete, resulting in the earlier onset of corrosion, spalling and loss of strength. The mobile LiDAR scanning system used here proved capable of reducing survey time, which would allow for shorter interval revisits, while providing more quantitative information of the leakage areas. Long-term continuous monitoring of the internal structure of a tunnel will reduce the life cycle costs by removing the need for personnel to enter the tunnels for visual assessments and enable remedial work to be better planned by analysing a virtual 3D point cloud of the tunnel before stepping foot onto site. Transnet Freight Rail Chair in Railway Engineering Civil Engineering MEng (Transportation Engineering) Unrestricted 2022-01-25T08:08:12Z 2022-01-25T08:08:12Z 2022-04 2021-11 Dissertation * A2022 http://hdl.handle.net/2263/83446 en © 2019 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria. application/pdf University of Pretoria
spellingShingle LiDAR
Water leakage mapping
Point clouds
Intensity
Concrete
UCTD
Water leakage mapping in concrete railway tunnels using LiDAR generated point clouds
title Water leakage mapping in concrete railway tunnels using LiDAR generated point clouds
title_full Water leakage mapping in concrete railway tunnels using LiDAR generated point clouds
title_fullStr Water leakage mapping in concrete railway tunnels using LiDAR generated point clouds
title_full_unstemmed Water leakage mapping in concrete railway tunnels using LiDAR generated point clouds
title_short Water leakage mapping in concrete railway tunnels using LiDAR generated point clouds
title_sort water leakage mapping in concrete railway tunnels using lidar generated point clouds
topic LiDAR
Water leakage mapping
Point clouds
Intensity
Concrete
UCTD
url http://hdl.handle.net/2263/83446