Abstract

Mobile Laser Scanning (MLS) systems are widely applied for spatial data collection and support applications in many aspects. In recent years, MLS technology had been introduced to railway applications and greatly enhanced the spatial detail and efficiency when compared to traditional approaches. However, the advance of MLS technology is not completely applied to railway environment. Typical MLS systems rely on integrated navigation through the use of Inertial Navigation Systems (INS) and Global Navigation Satellite Systems (GNSS) for geo-referencing, while operation under long-term GNSS outages or even GNSS-free environments, such as underground railway or long tunnels, remains a challenging issue due to the degraded operation of standalone inertial navigation. Commercial MLS systems usually employ high performance inertial measurement units (IMU) and various strategies to manage GNSS outages, but GNSS components are still necessary prior to and after experiencing the loss of GNSS signals. To tackle the problem of permanent GNSS outages, alternative methods are introduced to replace the GNSS and so allow the use of MLS systems in GNSS-free underground railway environments. Such approaches encourage the MLS systems to be developed into the Underground Railway Laser Scanning (URLS) systems, which may provide several alternative operational functions for the management of underground railway operation.

Highlights

  • Mobile Laser Scanning (MLS) systems have been developed as rigorous solutions for dynamic spatial data acquisition

  • Such applications predominantly rely on a Position and Orientation System (POS) for navigation, and geo-reference performance is diminished with Global Navigation Satellite System (GNSS) outages

  • The concept of a GNSS-free Underground Railway Laser Scanning (URLS) system that aims at replacing GNSS components and integrating the MLS and underground railway systems was introduced

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Summary

Introduction

Mobile Laser Scanning (MLS) systems have been developed as rigorous solutions for dynamic spatial data acquisition. MLS systems are widely applied to railways for rail track surveys, clearance measurements, infrastructure reconstruction and tunnel mapping [4,5,6,7]. Such applications predominantly rely on a POS for navigation, and geo-reference performance is diminished with Global Navigation Satellite System (GNSS) outages. Overhead power lines and gantries, track configuration and alignment data, route assignment information, control and signaling systems, tunnel structures, and platforms can be employed. The scope of development and application of continuous URLS systems are discussed along with the benefits such a technology would bring to the management of underground railway assets

Solutions for Bridging GNSS Outages
Current Strategies to GNSS Outages
POS Architecture
Optimal Smoothing Algorithm
Velocity Updates
Landmark Updates
Photogrammetric Bridging
Simplified Mobile Profile Scanning
Alternative Approaches for URLS Systems
Localized Tunnel Projection
Rail-Bound Navigation
Dual-IMU Architecture
Coordinate Updates
Integrated Approach for URLS
Potential Development and Applications
Real-Time or Near Real-Time Monitoring
Train-Borne Hazard Detection
Train Localization
Train Control Automation
Conclusions
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