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GPS测量中偏心距较大时的归心改正计算方法

刘新江 陈勤勤

海洋测绘2011,Vol.31Issue(1):12-16,5.
海洋测绘2011,Vol.31Issue(1):12-16,5.

GPS测量中偏心距较大时的归心改正计算方法

Correction for Centring of Long Deflection Distance in GPS Surveying

刘新江 1陈勤勤1

作者信息

  • 1. 61365部队,天津,300140
  • 折叠

摘要

Abstract

Specifications for GPS surveys presents the correction formula of centring in GPS surveying, which is based on the short deflection distance. In the paper,we take into account the earth curve error and other factors, get the accurate correction formula of centring as a result, which is fit for the long deflection distance. Respectively with the two formulas, in addition to the traverse network adjustment, many groups of experimental data were calculated. The conclusion is drawn that when the deflection distance is long, the precision with the formula presented in the paper is much higher than in the criterion, equivalent with that from the traverse network adjustment only if the deflection distance is not longer than 1500 meters.

关键词

GPS测量/归心改正/地球弯曲差/精度

Key words

GPS surveying/ correction of centring/ earth curve error/ precision

分类

天文与地球科学

引用本文复制引用

刘新江,陈勤勤..GPS测量中偏心距较大时的归心改正计算方法[J].海洋测绘,2011,31(1):12-16,5.

海洋测绘

OACSTPCD

1671-3044

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