基于在线服务的精确点定位(PPP)精度比较研究

IF 0.3 Q4 REMOTE SENSING
M. Malinowski, J. Kwiecień
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引用次数: 16

摘要

精确点定位(PPP)是一种在不与参考站通信的情况下确定接收天线位置的技术。这可能是差分测量的另一种解决办法,其中必须与单个RTK站或RTN参考站的区域网络保持连接。这种情况在地面站基础设施不发达的地区尤其普遍。迄今为止,许多关于PPP技术使用的研究都关注于全天观察会议的发展。然而,本文介绍了使用四种永久性服务(使用PPP技术执行计算)对持续1至7小时的观测绝对确定位置的精度进行比较分析的结果,这些服务包括:自动精确定位服务(APPS)、加拿大空间参考系统精确点定位(CSRS-PPP)、GNSS分析和定位软件(GAPS)和magicPPP -精确点定位解决方案(magicGNSS)。根据获得的测量结果,可以得出结论,至少两个小时的测量可以获得精度为2-4厘米的绝对位置。评价了三点测试网同时定位精度对被测三角形顶点间水平距离和相对高差变化的影响。以徕卡TDRA6000激光站测量的三角形测试网各点之间的距离和相对高度差为参考。结果分析表明,至少两个小时的测量时间可以确定水平距离或高度差,精度为1-2厘米。使用PPP技术进行计算的快速产品达到了在接近水平上确定坐标的精度,正如在使用最终产品的详细说明中一样。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Comparative Study of Precise Point Positioning (PPP) Accuracy Using Online Services
Abstract Precise Point Positioning (PPP) is a technique used to determine the position of receiver antenna without communication with the reference station. It may be an alternative solution to differential measurements, where maintaining a connection with a single RTK station or a regional network of reference stations RTN is necessary. This situation is especially common in areas with poorly developed infrastructure of ground stations. A lot of research conducted so far on the use of the PPP technique has been concerned about the development of entire day observation sessions. However, this paper presents the results of a comparative analysis of accuracy of absolute determination of position from observations which last between 1 to 7 hours with the use of four permanent services which execute calculations with PPP technique such as: Automatic Precise Positioning Service (APPS), Canadian Spatial Reference System Precise Point Positioning (CSRS-PPP), GNSS Analysis and Positioning Software (GAPS) and magicPPP - Precise Point Positioning Solution (magicGNSS). On the basis of acquired results of measurements, it can be concluded that at least two-hour long measurements allow acquiring an absolute position with an accuracy of 2-4 cm. An evaluation of the impact on the accuracy of simultaneous positioning of three points test network on the change of the horizontal distance and the relative height difference between measured triangle vertices was also conducted. Distances and relative height differences between points of the triangular test network measured with a laser station Leica TDRA6000 were adopted as references. The analyses of results show that at least two hours long measurement sessions can be used to determine the horizontal distance or the difference in height with an accuracy of 1-2 cm. Rapid products employed in calculations conducted with PPP technique reached the accuracy of determining coordinates on a close level as in elaborations which employ Final products.
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自引率
28.60%
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5
审稿时长
12 weeks
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