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Article

Improving MMS Performance during Infrastructure Surveys through Geometry Aided Design

1
National Centre for Geocomputation, Maynooth University, Co. Kildare, Ireland
2
Amazon Data Services, County Dublin, Dublin, Ireland
3
Electricity Supply Board (ESB), Planning and Asset Management, Group Property, 27 Lower Fitzwilliam Street, Dublin 2, Ireland
*
Author to whom correspondence should be addressed.
Current address: National Centre for Geocomputation, Iontas, North Campus, Maynooth University, Maynooth, Co. Kildare, Ireland.
Academic Editors: Lucía Díaz Vilariño and Miguel Azenha
Infrastructures 2016, 1(1), 5; https://doi.org/10.3390/infrastructures1010005
Received: 2 October 2016 / Revised: 28 November 2016 / Accepted: 29 November 2016 / Published: 8 December 2016
(This article belongs to the Special Issue Building Information Modelling for Civil Infrastructures)
A Mobile Mapping System (MMS) equipped with laser scanners can collect large volumes of LiDAR data in a short time frame and generate complex 3D models of infrastructure. The performance of the automated algorithms that are developed to extract the infrastructure elements from the point clouds and create these models are largely dependent on the number of pulses striking infrastructure in these clouds. Mobile Mapping Systems have evolved accordingly, adding more and higher specification scanners to achieve the required high point density, however an unanswered question is whether optimising system configuration can achieve similar improvements at no extra cost. This paper presents an approach for improving MMS performance for infrastructure surveys through consideration of scanner orientation, scanner position and scanner operating parameters in a methodology referred to as Geometry Aided Design. A series of tests were designed to measure point cloud characteristics such as point density, point spacing and profile spacing. Three hypothetical MMSs were benchmarked to demonstrate the benefit of Geometry Aided Design for infrastructure surveys. These tests demonstrate that, with the recommended scanner configuration, a MMS, operating one high specification scanner and one low specification scanner, is capable of comparable performance with two high-end systems when benchmarked against a selection of planar, multi-faced and cylindrical targets, resulting in point density improvements in some cases of up to 400%. View Full-Text
Keywords: infrastructure surveys; mobile mapping; LiDAR; point density; performance infrastructure surveys; mobile mapping; LiDAR; point density; performance
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MDPI and ACS Style

Cahalane, C.; Lewis, P.; McElhinney, C.P.; McNerney, E.; McCarthy, T. Improving MMS Performance during Infrastructure Surveys through Geometry Aided Design. Infrastructures 2016, 1, 5. https://doi.org/10.3390/infrastructures1010005

AMA Style

Cahalane C, Lewis P, McElhinney CP, McNerney E, McCarthy T. Improving MMS Performance during Infrastructure Surveys through Geometry Aided Design. Infrastructures. 2016; 1(1):5. https://doi.org/10.3390/infrastructures1010005

Chicago/Turabian Style

Cahalane, Conor, Paul Lewis, Conor P. McElhinney, Eimear McNerney, and Tim McCarthy. 2016. "Improving MMS Performance during Infrastructure Surveys through Geometry Aided Design" Infrastructures 1, no. 1: 5. https://doi.org/10.3390/infrastructures1010005

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