Abstract

Mobile laser scanning (MLS) has been successfully used for infrastructure monitoring apt to its fine accuracy and higher point density, which is favorable for object reconstruction. The massive data size, computational time, wider spatial distribution and feature extraction become a challenging task for 3D point data processing with MLS point cloud receives from terrestrial structures such as buildings, roads and railway tracks. In this paper, we propose a new approach to detect the structures in-line with railway track geometry such as railway crossings, turnouts and quantitatively estimate their dimensions and spatial location by iteratively applying a vertical slice to point cloud data for long distance laser measurement. The rectangular vertical slices were defined and their boundary coordinates were estimated based on a geometrical method. Estimated vertical slice boundaries were iteratively used to evaluate the point density of each vertical slice along with a cross-track direction of the railway line. Those point densities were further analyzed to detect the railway line track objects by their shape and spatial location along with the rail bed. Herein, the survey dataset is used as a dictionary to preidentify the spatial location of the object and then as an accurate estimation for the rail-track, by estimating the gauge corner (GC) from dense point cloud. The proposed method has shown a significant improvement in the rail-track extraction process, which becomes a challenge for existing remote sensing technologies. This adaptive object detection method can be used to identify the railway track structures prior to the railway track extraction, which allows in finding the GC position precisely. Further, it is based on the parallelism of the railway track, which is distinct from conventional railway track extraction methods. Therefore it does not require any inertial measurements along with the MLS survey and can be applied with less background information of the observed MLS point cloud. The proposed algorithm was tested for the MLS data set acquired during the pilot project collaborated with West Japan Railway Company. The results indicate 100% accuracy for railway structure detection and enhance the GC extraction for railway structure monitoring.

Highlights

  • The mobile laser scanning (MLS) point cloud becomes a more accurate and sophisticated technique to acquire terrestrial information from the surrounding environment

  • O. et al [20] discusses a generalized approach to determine the railway track and surrounding with a model-based method. It discusses the applicability of the rail track and inside structure detection based on thresholding the points, which are located in a specific distance from the centre line

  • We proposed new criteria to detect the rail crossings and turnouts based on parallelism of the railway track and the spatial distribution of the neighboring MLS point cloud

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Summary

Introduction

The mobile laser scanning (MLS) point cloud becomes a more accurate and sophisticated technique to acquire terrestrial information from the surrounding environment. O. et al [20] discusses a generalized approach to determine the railway track and surrounding with a model-based method It discusses the applicability of the rail track and inside structure detection based on thresholding the points, which are located in a specific distance from the centre line. Niina Y. et al [21] presents a method to accurately extract the railway track by considering the point cloud around the known distance from the GPS trajectory line by applying the iterative closest point (ICP) algorithm for railway track extraction This can be used with higher efficiency and accuracy while processing large datasets. This method needs to be improved especially in the point cloud extraction near composite environments such as railway crossings and turnouts, which needs to have further attention for more precise analysis. We proposed new criteria to detect the rail crossings and turnouts based on parallelism of the railway track and the spatial distribution of the neighboring MLS point cloud

Overview
Vertical Slicing
Accuracy Estimation
Findings
29. Leica Pegasus
Full Text
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