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Application of GPS leveling fitting model

机译:GPS水准拟合模型的应用

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摘要

This paper mainly focused on statistical analysis by different fitting model of Beijing section data in South-to-North Water Transfer Project. The results indicated that the GPS leveling height were different compared with leveling method, and by using the initial data with the same number and the same group data. Therefore, GPS standard model were used by test method and the results were reliable. The results demonstrated that the average difference value was 0.00013m, the maximum difference value was −0.02133m, and the root-mean-square error (RMS error) was 0.00258m inside residual error. The outside residual were as follows, the average difference value was −0.00193m, the maximum difference value was 0.05631m, and the root-mean-square error (RMS error) was 0.01453m. It is also discuss the three methods to improve precision.
机译:本文主要针对南水北调北京断面数据的不同拟合模型进行统计分析。结果表明,GPS水准仪高度与水准仪方法不同,使用的是相同编号和相同组数据的初始数据。因此,采用GPS标准模型进行测试,结果可靠。结果表明,平均差值为0.00013m,最大差值为-0.02133m,内部误差的均方根误差(RMS误差)为0.00258m。外部残差如下,平均差值为-0.00193m,最大差值为0.05631m,并且均方根误差(RMS误差)为0.01453m。还讨论了提高精度的三种方法。

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