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A New Filtering and Smoothing Algorithm for Railway Track Surveying Based on Landmark and IMU/Odometer

机译:基于地标和IMU /里程表的铁路轨道测量滤波平滑新算法

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摘要

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.
机译:高精度铁路轨道测量对于铁路建设和维护至关重要。基于全站仪的传统方法效率不高,因为高精度测量经常需要静态测量。提出了一种基于IMU /里程表和路标集成的滤波平滑算法。为了克服用很少的界标观测来估计太多误差参数的困难,通过结合系统的误差项建立了具有完全可观察到的误差状态的新模型。在协方差分析的基础上,建立了铁轨测绘精度要求与等效陀螺漂移(包括偏置失稳和随机行走噪声)之间的解析关系。实验结果表明,当使用基于陀螺仪偏置不稳定性为0.03°/ h的基于环形激光陀螺仪(RLG)的惯性测量单元(IMU)时,用于铁路轨道测量的新滤波和平滑算法的精度可以达到1 mm(1σ)和0.005的随机行走噪声 ° / h ,同时控制轨迹全站仪大约每60 m间隔提供一次控制网络(CPIII)位置观测。所提出的方法可以同时满足铁路轨道测量对高精度和工作效率的要求。

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