使用组合编码和载波相位观测模型的LTE发射机状态估计

M. S. Hameed, Mathias Philips-Blum, Markel Arizabaleta-Diez, T. Pany
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引用次数: 0

摘要

本文提出了一种由组合编码和载波相位观测模型组成的定位框架,该框架可用于估计长期演进(LTE)发射机的未知位置和时钟状态。LTE信号在全球导航卫星系统(GNSS)类型的接收器架构中进行跟踪,使用多传感器导航分析工具(MuSNAT)软件接收器,用于目标基站周围的四个动态接收器轨迹。低噪声载波相位观测使基站位置的估计精度达到亚米级,具有足够长的稳定载波跟踪持续时间的信号测量。本文介绍了一个研究型的Amarisoft基站的定位结果,该基站涉及两个接收平台——地面车辆和机载无人机(UAV)。对于每个平台,首先使用代码-载波(CMC)时间序列分析接收到的LTE信号质量,然后在代码和相位跟踪稳定的时间持续时间内,将观测结果送入卡尔曼滤波器,该滤波器估计发射机的三维位置、时钟偏差和随时间的漂移以及LTE载波相位浮动模糊性。然后将估计的位置状态结果与使用GNSS实时运动学(RTK)和多站测量设备三角测量获得的发射天线坐标的地面真值测量结果进行比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
LTE transmitter states estimation using a combined code and carrier phase observation model
This paper presents a localization framework that consists of a combined code and carrier phase observation model and can be used to estimate the unknown position and clock states of a Long Term Evolution (LTE) transmitter for navigation. The LTE signals are tracked within a Global Navigation Satellite System (GNSS) type receiver architecture, using Multi Sensor Navigation Analysis Tool (MuSNAT) software receiver, for four dynamic receiver trajectories around a target base station. The low noise carrier phase observation enables estimation of the base station position up to sub-meter level accuracy for signal measurements having a sufficiently long duration of stable carrier tracking. The paper presents the localization results of a research-oriented Amarisoft base station pertaining to two receiver platforms - a ground vehicle and an airborne Unmanned Aerial Vehicle (UAV). For each platform, the received LTE signal quality is first analyzed using Code-Minus-Carrier (CMC) time series and then for time durations where the code and phase tracking is stable, the observations are fed into a Kalman filter which estimates the transmitter 3-dimensional position, clock bias and drift over time as well as the LTE carrier phase float ambiguity. The estimated position states results are then compared against a ground-truth measurement of the transmit antenna coordinates, which is obtained using GNSS Real Time Kinematic (RTK) and triangulation with a surveying multi-station device.
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