【24h】

Application of GPS leveling fitting model

机译:GPS调平拟合模型的应用

获取原文

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:本文主要专注于北京南水转让项目中北京截面数据不同拟合模型的统计分析。 结果表明,与调平方法相比,GPS调平高度不同,以及使用相同数量和相同的组数据的初始数据。 因此,通过测试方法使用GPS标准模型,结果可靠。 结果表明,平均差值为0.00013米,最大差值为0.0213米,且根均方误差(RMS误差)在剩余误差内为0.00258M。 外部残留如下,平均差值是− 0.00193m,最大差值为0.05631m,根均方误差(rms误差)为0.01453m。 它还讨论了提高精度的三种方法。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号