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Recursive Least Squares with Additive Parameters: Application to Precise Point Positioning

机译:具有加法参数的递归最小二乘:在精确点定位中的应用

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There are two different but equivalent forms to solve a least squares (LS) adjustment problem, namely batch LS (BLS) and recursive LS (RLS). The batch form is usually not an appropriate approach when measurements are sequentially received over time. When the unknown parameters are constant and hence converge slowly over time to their final estimates, the RLS algorithm can be used. For time-varying parameters, the Kalman filter (KF) algorithm can be used. To properly reflect the time variations of the parameters, this method requires the appropriate choice of filter parameters, and hence tuning is an important stage. In some geodetic applications, as time progresses, new observations and parameters are added to the system of equations. For such applications, an RLS algorithm with additive parameters can be developed. The method differs from the KF in the sense that there is no need to define and manipulate the dynamic model and the noise structure of the parameters involved. The implementation of the method in both linear and nonlinear models is explained. As an application of the proposed method, the algorithm is implemented in the global positioning system (GPS) precise point positioning (PPP), either in static or kinematic mode. Generally, the PPP adjustment is performed via a sequential filter: either the LS sequential filter, or the discrete KF. We propose an efficient alternative based on the RLS with additive parameters, which is applicable to PPP. The performance of the method is investigated with regard to the repeatability and accuracy using a few 24-h data sets of four International GNSS Service (IGS) stations. Finally, the efficacy of the proposed method is investigated in the kinematic mode using two experiments: a stationary experiment and a real kinematic test. The results indicate that the proposed method can be employed as an appropriate alternative to the KF algorithm.
机译:有两种不同但等效的形式来解决最小二乘(LS)调整问题,即批处理LS(BLS)和递归LS(RLS)。当随时间顺序接收测量结果时,批处理形式通常不是合适的方法。当未知参数恒定且因此随时间缓慢收敛到其最终估计值时,可以使用RLS算法。对于时变参数,可以使用卡尔曼滤波器(KF)算法。为了正确反映参数的时间变化,此方法需要适当选择滤波器参数,因此调整是重要的阶段。在一些大地测量应用中,随着时间的流逝,新的观测值和参数被添加到方程组中。对于此类应用,可以开发具有加性参数的RLS算法。该方法与KF的不同之处在于,无需定义和操纵所涉及参数的动态模型和噪声结构。解释了该方法在线性和非线性模型中的实现。作为所提出方法的一种应用,该算法在全球定位系统(GPS)精确点定位(PPP)中以静态或运动方式实现。通常,PPP调整是通过顺序滤波器执行的:LS顺序滤波器或离散KF。我们提出了一种基于RLS和附加参数的有效替代方案,适用于PPP。使用四个国际GNSS服务(IGS)站的一些24小时数据集,研究了该方法的可重复性和准确性。最后,在运动学模式下使用两个实验研究了该方法的有效性:固定实验和真实运动学测试。结果表明,所提出的方法可以作为KF算法的适当替代方案。

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