A trilateration scheme for relative positioning

K. Cheung, Charles Lee
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引用次数: 5

Abstract

We introduce a trilateration scheme that evaluates the 3-dimensional (3-D) relative position between a reference spacecraft and a target spacecraft using raw-range measurements from a distance baseline of known locations, which we call “anchors”. The anchors can be antennas of a ground-based network (e.g., Deep Space Network (DSN) or Near Earth Network (NEN) stations), or satellites of a space-based network (e.g., global positioning system (GPS) or tracking and data relay satellite (TDRS)). We define raw-range as the range that includes all the systematic errors that occur during range measurements. A unique feature of this approach is that accurate relative position is derived from a “differencing function” of raw-range measurements of the reference spacecraft and target spacecraft, thereby eliminating most of the systematic errors, such as media effects, ephemeris errors, instrument delays, clock bias, etc. There can be an arbitrary number of target spacecraft, and relative positioning of target spacecraft with respect to the reference spacecraft can be done simultaneously. In this paper, we first assume an idealized system in which clocks on the reference and target spacecraft are synchronized, with clocks of the anchors synchronized as well.2 We develop a novel iterative algorithm that computes the relative position of the target spacecraft with respect to the reference spacecraft. We illustrate the relative positioning method using the scenario of a network of three ground stations (i.e., the anchors) at Goldstone, California, USA, Madrid, Spain, and Marlargue, Argentina tracking two spacecraft at geosynchronous orbit distance. We demonstrate that the algorithm converges to sub-meter accuracy in estimating the relative position, in the presence of random errors and systematic errors in raw-range measurements, and in the presence of angular errors in estimating the pointing vectors between the anchors and the reference spacecraft. Next, we relax the requirement of perfect time synchronization between spacecraft, and show that by using an additional anchor, one can estimate and remove the clock biases between the reference and target spacecraft. We add a ground station at Kourou to the above example of three ground stations of Goldstone, Madrid, and Marlargue, and demonstrate that the updated algorithm also converges to meter-level accuracy (sub-meter in some cases) in the presence of clock biases in addition to the random errors, systematic errors, and angular errors as shown in the above case. We compare this scheme with a similar trilateration scheme for relative positioning scheme first proposed by Montenbruck in 2002.
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一种相对定位的三边测量方案
我们介绍了一种三边测量方案,利用已知位置的距离基线的原始距离测量来评估参考航天器和目标航天器之间的三维(3-D)相对位置,我们称之为“锚点”。锚点可以是地基网络(例如,深空网络(DSN)或近地网络(NEN)站)的天线,或天基网络(例如,全球定位系统(GPS)或跟踪和数据中继卫星(TDRS))的卫星。我们将原始量程定义为包含量程测量期间发生的所有系统误差的量程。该方法的一个独特之处在于,精确的相对位置是由参考航天器和目标航天器的原始距离测量的“差分函数”得出的,从而消除了大多数系统误差,如介质效应、星历误差、仪器延迟、时钟偏差等。目标航天器的数量可以是任意的,目标航天器相对于参考航天器的相对定位可以同时进行。在本文中,我们首先假设一个理想系统,其中参考航天器和目标航天器的时钟同步,锚点的时钟也同步我们开发了一种新的迭代算法来计算目标航天器相对于参考航天器的相对位置。本文以美国加利福尼亚州戈德斯通、西班牙马德里和阿根廷马拉格的三个地面站(即锚)组成的网络为例,说明了相对定位方法在地球同步轨道距离上跟踪两个航天器。我们证明了该算法在估计相对位置时收敛到亚米精度,在原始距离测量中存在随机误差和系统误差,以及在估计锚点与参考航天器之间的指向矢量时存在角误差。其次,我们放宽了航天器间完美时间同步的要求,并表明通过使用附加锚点可以估计和消除参考航天器与目标航天器之间的时钟偏差。我们在上述Goldstone、Madrid和Marlargue三个地面站的例子中添加了Kourou地面站,并证明了更新后的算法在存在时钟偏差的情况下也收敛到米级(在某些情况下是亚米级)的精度,以及如上所示的随机误差、系统误差和角度误差。我们将该方案与Montenbruck于2002年首次提出的相对定位方案的类似三边测量方案进行了比较。
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