摘要
将GPS获得的大地高转换为各地区所使用的正常高,一直是众所关心的研究课题。本文讨论了在小地区水准点的个数较少的情况下,借助于少量的三角高程点,采用线性及非线性改正的方法,对GPS高程进行改正,以确定GPS点的正常高。试验表明,采用该法可获得较为满意的结果。
It is a question for study or discussion to change ellipsoidal height given by GPS into normal height for using in a small area. In an area where there are only few benchmarks,by making use of a few trigonometric leveling points on the area and utilizing the method of linear correction or nonlinear correction, we can amend the ellipsoidal height of a GPS point and get its normal height. The experiment has testified that the result of so doing is a good one.
出处
《安徽建筑工业学院学报(自然科学版)》
1996年第1期25-28,共4页
Journal of Anhui Institute of Architecture(Natural Science)
关键词
GPS
正常高
改正值
间接高
GPS point
normal height
mediate height
correction value