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Enhanced ambiguity resolution and integrity monitoring methods for Precise Point Positioning

机译:增强了精确点定位的模糊度解析和完整性监控方法

摘要

Centimetre-level Global Navigation Satellite System (GNSS) based positioning is increasingly relevant for a large number of applications. Currently, this level of GNSS positioning accuracy is most commonly achieved using the conventional Real Time Kinematic (cRTK) method. In order to achieve such high-accuracies with cRTK, the distance (baseline) between the user and reference station must typically be shorter than 50 km for dual-frequency GNSS receivers. To address the limitations of cRTK, the Precise Point Positioning (PPP) method, which does not require local reference networks, was developed. The principle of PPP is to model and correct error sources such as satellite orbit and clock errors using correction products and error modelling. PPP is not currently suitable for many applications, because of the long solution convergence time (from 20 to 60 min to achieve 10 cm accuracy), insufficient positioning accuracies and a lack of integrity monitoring. Current fixed ambiguity PPP methods are analysed and tested using the National Oceanic and Atmospheric Administration (NOAA) dataset in this thesis. Based on the analysis, the most reliable existing validation method has unacceptably large rate (12.7%) of incorrect ambiguity resolution. Therefore, this thesis develops an enhanced PPP method.The enhanced PPP method is based on using the enhanced ambiguity validation method (e.g. time-window based validation) and employing both GLONASS and GPS measurements to calculate a float position solution. In addition, integrity monitoring is improved in terms of failure exclusion and protection level calculation. When employing the enhanced PPP method, the rate of incorrect ambiguity resolution decreases to 5.3% and of correct ambiguity resolution increases to 82.2% when using the (NOAA) dataset. The average horizontal, vertical and 3D position errors at the initial ambiguity resolution epoch are reduced by 40.0%, 23.8% and 31.8%, respectively, compared to the most reliable existing PPP method.
机译:基于厘米级的全球导航卫星系统(GNSS)的定位与大量应用越来越相关。当前,使用常规的实时运动学(cRTK)方法通常可以达到这种GNSS定位精度水平。为了使用cRTK实现如此高精度,对于双频GNSS接收机,用户与参考站之间的距离(基线)通常必须短于50 km。为了解决cRTK的局限性,开发了不需要本地参考网络的精确点定位(PPP)方法。 PPP的原理是使用校正乘积和误差建模来对误差源(例如卫星轨道和时钟误差)进行建模和校正。 PPP当前不适合许多应用,因为解决方案的收敛时间长(从20到60分钟才能达到10 cm的精度),定位精度不足和缺乏完整性监控。本文使用国家海洋和大气管理局(NOAA)数据集对当前固定歧义PPP方法进行了分析和测试。根据分析,最可靠的现有验证方法的歧义度解析错误率高达(12.7%)。因此,本文开发了一种增强的PPP方法。增强的PPP方法基于使用增强的歧义验证方法(例如基于时间窗口的验证),并同时使用GLONASS和GPS测量来计算浮动位置解。此外,在故障排除和保护级别计算方面,完整性监控得到了改善。当使用增强的PPP方法时,使用(NOAA)数据集时,错误歧义分辨率的错误率降低到5.3%,正确歧义分辨率的错误率增加到82.2%。与最可靠的现有PPP方法相比,在初始歧义分辨率时代平均水平,垂直和3D位置误差分别降低了40.0%,23.8%和31.8%。

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    Jokinen Altti;

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  • 年度 2015
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