因特网实时动态GPS"智能桥梁"的设计与实施

介绍了基于因特网的实时动态GPS在大型结构变形监测中应用的原型系统的概念与设计.该系统包括参考基站、监测站、控制中心和用户4部分.文中采用了模拟桥梁变形的仿真平台验证该原型系统.实验结果表明:在10 Hz的采样率下,该系统的数据传输时间延迟可以忽略不计, 并可达到毫米级的三维定位精度.     

基于M-W组合的中长基线RTK定位方法研究与实现

介绍一种实现GPS中长基线实时动态(RTK)定位的方法,研究基于M-W组合搜索双频GPS载波相位模糊度的方法,最终使用消电离层LC载波相位组合观测量进行相对定位。车载试验结果表明,对于双频GPS接收机,流动站距离基准站50km以内,使用本方法RTK定位可以达到5cm(RMS)的点位精度。     

Effect of biases in integrity monitoring for RTK positioning

In road transport, continuous high-accuracy positioning is required in real time. To ensure the proper functioning and safety of vehicular applications, integrity monitoring (IM) is needed to protect from the positioning errors under a certain alert limit (AL) with a pre-defined probability of misleading information (MI). In this study, a detailed threat model is developed for real-time kinematic (RTK) positioning application of short baselines. The model distinguishes between ambiguity-float and -fixed scenarios, and considers the influences of phase and code multipath as well as between-receiver atmospheric residuals. With the float ambiguities temporally constrained, the bias contribution that propagates with time-updated ambiguities was studied analytically for the horizontal protection level (HPL) in IM. Based on real data from both static and kinematic experiments, HPL was computed along the direction of the semi-major axis of the horizontal error ellipse. In ambiguity-float and -fixed cases, the HPL was mostly several meters and decimetres, respectively. It was found that time-propagated biases play a dominant role in the ambiguity-float HPL, and among them, phase and code multipath had in general the largest contributions. For ambiguity-fixed case, the phase multipath was found to play a dominant role in the HPL. This shows the importance of considering the biases in the RTK IM for both the ambiguity-float and -fixed scenarios. Given a horizontal alert limit (HAL) of 5 m, the availabilities of ambiguity-float solutions were low, i.e., below 50% for the static roof tests and below 5% for the kinematic road tests. For the ambiguity-fixed scenario, with HAL at 0.5 m, integrity availability was nearly 100% for the static roof tests and above 85% for the kinematic road tests.     

部分模糊度固定方法在GNSS/INS紧组合中的应用研究

针对动态环境下GNSS/INS导航定位模糊度固定难的问题,提出了一种基于部分模糊度固定的GNSS/INS紧组合导航定位算法,通过选择模糊度的最优子集进行固定,并利用实测车载实验进行了算法验证.实验结果表明:在开阔环境下,基于部分模糊度固定的GNSS/INS紧组合与基于全模糊度固定的GNSS/INS紧组合算法的定位精度相...     

RTK辅助的单目视觉地图构建与恢复方法

针对单目视觉SLAM在复杂场景下跟踪失败导致地图丢失的问题,提出了一种利用RTK信息辅助单目视觉的自动化地图构建与恢复方法。在视觉跟踪失败后,设计了一种自动化恢复地图构建方法,基于RTK信息的辅助,采用坐标变换算法处理丢失前的地图并将其融合到当前地图构建中,在提高建图效率的同时,最大程度地减少了地图信息的缺失。实验仿真结果表明,该方法可以解决系统无法继续跟踪建图的问题,与原始地图相比,其融合后构建的地图在保证全局一致性和完整性的基础上,可以保持米级的估计精度。     

高稳定高可靠多平台兼容RTK 精密定位系统设计与实现

针对RTK精密定位系统存在的稳定性差、可靠性低、系统兼容能力低等问题，提出了高稳定高可靠多平台兼容RTK精密定位系统设计方法。该系统基于冗余式方法设计GNSS定位单元，以提高系统兼容性；基于工作距离设计冗余式修正信息交互方式，并设计了基于ARM+DSP架构的AM5728实时解算RTK修正信息，通过复合型高速通信链路共享信息。以精密标定点为参考测试其定位精度并采用CEP评估其定位精准性，评估结果表明，CEP=0.0071m，说明定位精度高且可靠性好，解决了稳定性差、可靠性低、系统兼容能力低的问题，有效弥补了RTK精密定位系统领域受限的不足。