评估在线GNSS处理服务和商业软件在短基线上的准确性

IF 0.3 Q4 REMOTE SENSING South African Journal of Geomatics Pub Date : 2022-09-07 DOI:10.4314/sajg.v9i2.21
Tata Herbert, Nzelibe Ifechukwu Ugochukwu, R. Olatunji
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引用次数: 4

摘要

随着免费在线处理服务的迅速建立,为用户提供可靠的解决方案,确定使用免费在线处理软件进行全球卫星导航系统后处理的可靠性是非常重要的。本研究旨在评估两种免费在线处理软件(AUSPOS和csr - ppp)和两种商业软件(罗盘后处理和GNSS解决方案)的准确性。采用静态GNSS观测技术对7个控制点进行了野外观测,观测周期为1小时,连续3天,采用全站仪进行常规测量,建立封闭导线。采集的数据使用在线和商业软件进行后处理。然后将每个软件生成的坐标与使用全站仪获得的坐标进行比较,以确定它们的相对差异和精度。采用均方根误差和t检验对结果进行分析。罗盘后处理软件的结果分别为(0.004m、0.003m和0.007m), GNSS解决方案软件的结果分别为(0.015m、0.012m和0.016m),在线软件在X、Y和Z方向(UTM东、北和椭球面高度)上的均方根误差(RMSE)分别为(0.025m、0.023m和0.027m)和CSRS-PPP的均方根误差(RMSE)分别为(0.034m、0.037m和0.041m)。在5%显著性水平下的分析表明两种方法之间没有显著差异。在线GNSS处理服务易于使用,不需要GNSS数据处理知识,可用于工程和大地测量应用。
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Assessing the accuracy of online GNSS processing services and commercial software on short baselines
With the rapid establishment of free online processing services to provide users with reliable solutions, it is important to determine the reliability of using free online processing software for the Global Navigation Satellite System post-processing. The study aim at assessing the accuracy of two (2) free online processing software, AUSPOS, and CSRS-PPP and two (2) commercial software, compass post-processing, and GNSS solutions. Field observations were carried out on seven (7) control points using static GNSS observation techniques with an observation period of 1hr for three (3) consecutive days and conventional surveying using total station instruments to establish a closed traverse. The acquired data were post-processed using both online and commercial software. The co-ordinates generated from each software were then compared with the ones obtained using total station instruments to determine their relative discrepancies and accuracies. Root mean square error and T-test were used for the analysis of the result. The result obtained is (0.004m, 0.003m and 0.007m) for compass post-processing software and (0.015m, 0.012m and 0.016m) for GNSS solutions software and the online software had the Root Mean Square Error (RMSE) values of (0.025m, 0.023m and 0.027m) for AUSPOS and (0.034m, 0.037m and 0.041m) for CSRS-PPP both in X, Y, and Z direction i.e. UTM East, North and ellipsoidal height respectively. Analysis at a 5% level of significance shows no significant difference between the two methods. Online GNSS processing services are easy to use, do not require the knowledge of GNSS data processing and can be adopted for engineering and geodetic applications.
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