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首页> 外文期刊>Journal of surveying engineering >Satellite-Clock Modeling in Single-Frequency PPP-RTK Processing
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Satellite-Clock Modeling in Single-Frequency PPP-RTK Processing

机译:单频PPP-RTK处理中的卫星时钟建模

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The real-time kinematic precise point positioning (PPP-RTK) technique enables integer ambiguity resolution by providing single-receiver users with information on the satellite phase biases next to the standard PPP corrections. Using undifferenced and uncombined observations, rank deficiencies existing in the design matrix need to be eliminated to form estimable parameters. In this contribution, the estimability of the parameters was studied in single-frequency ionosphere-weighted scenario, given a dynamic satellite-clock model in the network Kalman filter. In case of latency of the network corrections, the estimable satellite clocks, satellite phase biases, and ionospheric delays need to be predicted over short time spans. With and without satellite-clock models incorporated in the network Kalman filter, different approaches were used to predict the network corrections. This contribution shows how the predicted network corrections responded to the presence and absence of satellite-clock models. These differences in the predicted network corrections were also reflected in the user positioning results. Using three different 1-Hz global positioning system (GPS) single-frequency data sets, two user stations in one small-scale network were used to compute the positioning results, applying predicted network corrections. The latency of the network products ranges from 3 to 10 s. It was observed that applying strong satellite-clock constraints in the network Kalman filter (i.e., with the process noise of 1 or 0.5mm per square root of second) reduced the root-mean squares (RMS) of the user positioning results to centimeters in the horizontal directions and decimeters in the vertical direction for latencies larger than 6 s, compared to the cases without a satellite-clock model. (C) 2018 American Society of Civil Engineers.
机译:实时运动精确点定位(PPP-RTK)技术通过为单接收机用户提供有关标准PPP校正之后的卫星相位偏差信息,从而实现了整数歧义分辨率。使用无差异和无组合的观察结果,需要消除设计矩阵中存在的秩缺陷以形成可估计的参数。在此贡献中,给定了网络卡尔曼滤波器中的动态卫星时钟模型,在单频电离层加权情况下研究了参数的可估计性。如果网络校正存在延迟,则需要在较短的时间跨度内预测可估计的卫星时钟,卫星相位偏差和电离层延迟。在网络卡尔曼滤波器中包含和不包含卫星时钟模型的情况下,使用了不同的方法来预测网络校正。该贡献显示了预测的网络校正如何响应卫星时钟模型的存在与否。用户定位结果也反映了预测的网络校正中的这些差异。使用三个不同的1-Hz全球定位系统(GPS)单频数据集,在一个小型网络中使用两个用户站来计算定位结果,并应用预测的网络校正。网络产品的等待时间为3到10 s。据观察,在网络卡尔曼滤波器中施加强大的卫星时钟约束(即,过程噪声为1或0.5毫米/平方根秒),可将用户定位结果的均方根(RMS)减小到1厘米。与没有卫星时钟模型的情况相比,延迟大于6 s的水平方向和垂直方向上的分米数长。 (C)2018美国土木工程师学会。

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