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Millimeter Scale Track Irregularity Surveying Based on ZUPT-Aided INS with Sub-Decimeter Scale Landmarks

机译:基于ZUPT辅助INS的毫米尺度轨道不平整度测量

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摘要

Railway track irregularity surveying is important for the construction and the maintenance of railway lines. With the development of inertial devices, systems based on Inertial Navigation System (INS) have become feasible and popular approaches in track surveying applications. In order to overcome the requirement of high precision control points, this paper proposes a railway track irregularity measurement approach using the INS combined with the Zero Velocity Updates (ZUPT) technique and sub-decimeter scale landmarks. The equations for calculating track irregularity parameters from absolute position errors are deduced. Based on covariance analysis, the analytical relationships among the track irregularity measurements with the drifts of inertial sensors, the initial attitude errors and the observations of velocity and position are established. Simulations and experimental results show that the relative accuracy for 30 m chord of the proposed approach for track irregularity surveying can reach approximately 1 mm (1σ) with gyro bias instability of 0.01°/h, random walk noise of 0.005°/h, and accelerometer bias instability of 50 μg, random noise of 10 μg/Hz, while velocity observations are provided by the ZUPT technique at about every 60 m intervals. This accuracy can meet the most stringent requirements of millimeter scale medium wavelength track irregularity surveying for railway lines. Furthermore, this approach reduces the requirement of high precision landmarks which can lighten the maintenance burden of control points and improve the work efficiency of railway track irregularity measurements.
机译:铁路轨道不平整度测量对于铁路线的建设和维护非常重要。随着惯性设备的发展,基于惯性导航系统(INS)的系统已成为可行的且在轨道测量应用中流行的方法。为了克服对高精度控制点的要求,提出了一种结合惯性导航与零速度更新(ZUPT)技术和亚分米标度地标的铁路不平顺测量方法。推导了根据绝对位置误差计算轨道不平顺参数的方程式。基于协方差分析,建立了轨道不平顺测量与惯性传感器漂移,初始姿态误差以及速度和位置观测值之间的解析关系。仿真和实验结果表明,所提出的轨道不平顺测量方法,其弦长30 m的相对精度可以达到约1 mm(1σ),陀螺仪偏置不稳定性为0.01°/ h,随机行走噪声为0.005 ° / h ,加速度计偏置不稳定性为50μg,随机噪声为10 μ g / Hz ,而ZUPT技术以大约每60 m的间隔提供速度观测。此精度可以满足铁路线毫米级中波长轨道不规则性测量的最严格要求。此外,该方法减少了对高精度地标的需求,该地标可以减轻控制点的维护负担并提高铁路轨道不规则性测量的工作效率。

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