A New Filtering and Smoothing Algorithm for Railway Track Surveying Based on Landmark and IMU/Odometer
High-accuracy railway track surveying is essential for railway construction and maintenance. The traditional approaches based on total station equipment are not efficient enough since high precision surveying frequently needs static measurements. This paper proposes a new filtering and smoothing alg...
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doaj-2f70dfa3acec49c7b59c1b196dc66d832020-11-24T21:55:13ZengMDPI AGSensors1424-82202017-06-01176143810.3390/s17061438s17061438A New Filtering and Smoothing Algorithm for Railway Track Surveying Based on Landmark and IMU/OdometerQingan Jiang0Wenqi Wu1Mingming Jiang2Yun Li3Department of Automatic Control, College of Mechatronics and Automation, National University of Defense Technology, Changsha 410073, ChinaDepartment of Automatic Control, College of Mechatronics and Automation, National University of Defense Technology, Changsha 410073, ChinaDepartment of Automatic Control, College of Mechatronics and Automation, National University of Defense Technology, Changsha 410073, ChinaDepartment of Automatic Control, College of Mechatronics and Automation, National University of Defense Technology, Changsha 410073, ChinaHigh-accuracy railway track surveying is essential for railway construction and maintenance. The traditional approaches based on total station equipment are not efficient enough since high precision surveying frequently needs static measurements. This paper proposes a new filtering and smoothing algorithm based on the IMU/odometer and landmarks integration for the railway track surveying. In order to overcome the difficulty of estimating too many error parameters with too few landmark observations, a new model with completely observable error states is established by combining error terms of the system. Based on covariance analysis, the analytical relationship between the railway track surveying accuracy requirements and equivalent gyro drifts including bias instability and random walk noise are established. Experiment results show that the accuracy of the new filtering and smoothing algorithm for railway track surveying can reach 1 mm (1σ) when using a Ring Laser Gyroscope (RLG)-based Inertial Measurement Unit (IMU) with gyro bias instability of 0.03°/h and random walk noise of 0.005 °h while control points of the track control network (CPIII) position observations are provided by the optical total station in about every 60 m interval. The proposed approach can satisfy at the same time the demands of high accuracy and work efficiency for railway track surveying.http://www.mdpi.com/1424-8220/17/6/1438railway track surveyingfiltering and smoothingIMUtotal stationodometercovariance analysis |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Qingan Jiang Wenqi Wu Mingming Jiang Yun Li |
spellingShingle |
Qingan Jiang Wenqi Wu Mingming Jiang Yun Li A New Filtering and Smoothing Algorithm for Railway Track Surveying Based on Landmark and IMU/Odometer Sensors railway track surveying filtering and smoothing IMU total station odometer covariance analysis |
author_facet |
Qingan Jiang Wenqi Wu Mingming Jiang Yun Li |
author_sort |
Qingan Jiang |
title |
A New Filtering and Smoothing Algorithm for Railway Track Surveying Based on Landmark and IMU/Odometer |
title_short |
A New Filtering and Smoothing Algorithm for Railway Track Surveying Based on Landmark and IMU/Odometer |
title_full |
A New Filtering and Smoothing Algorithm for Railway Track Surveying Based on Landmark and IMU/Odometer |
title_fullStr |
A New Filtering and Smoothing Algorithm for Railway Track Surveying Based on Landmark and IMU/Odometer |
title_full_unstemmed |
A New Filtering and Smoothing Algorithm for Railway Track Surveying Based on Landmark and IMU/Odometer |
title_sort |
new filtering and smoothing algorithm for railway track surveying based on landmark and imu/odometer |
publisher |
MDPI AG |
series |
Sensors |
issn |
1424-8220 |
publishDate |
2017-06-01 |
description |
High-accuracy railway track surveying is essential for railway construction and maintenance. The traditional approaches based on total station equipment are not efficient enough since high precision surveying frequently needs static measurements. This paper proposes a new filtering and smoothing algorithm based on the IMU/odometer and landmarks integration for the railway track surveying. In order to overcome the difficulty of estimating too many error parameters with too few landmark observations, a new model with completely observable error states is established by combining error terms of the system. Based on covariance analysis, the analytical relationship between the railway track surveying accuracy requirements and equivalent gyro drifts including bias instability and random walk noise are established. Experiment results show that the accuracy of the new filtering and smoothing algorithm for railway track surveying can reach 1 mm (1σ) when using a Ring Laser Gyroscope (RLG)-based Inertial Measurement Unit (IMU) with gyro bias instability of 0.03°/h and random walk noise of 0.005 °h while control points of the track control network (CPIII) position observations are provided by the optical total station in about every 60 m interval. The proposed approach can satisfy at the same time the demands of high accuracy and work efficiency for railway track surveying. |
topic |
railway track surveying filtering and smoothing IMU total station odometer covariance analysis |
url |
http://www.mdpi.com/1424-8220/17/6/1438 |
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