ISSN 1009-6248CN 61-1149/P 双月刊

主管单位:中国地质调查局

主办单位:中国地质调查局西安地质调查中心
中国地质学会

    高级检索

    GPS控制站控制半径的探讨

    Discusion on Controlling Radius of GPS Control Station

    • 摘要: 笔者通过对200个以上测点用不同GPS控制站的控制参数,用随机软件分别计算单个测点的三维坐标(即x、y、h),并计算测点与控制站之间的距离以及坐标、高程的差值,采用线性回归和正态直方图两种分析方法展示距离与差值之间的关系,得出距离与差值之间不存在线性关系。因此,在本项目的后续工作过程中将GPS控制站的控制半径适当延长至80km(试验的距离范围0~88.621km)。由此建议在以后不同比例尺的GPS定位测量中应增加对GPS控制站控制半径的试验对比工作,不同区域可能有所差异,则工作方法也有所不同。在满足《规范》和《任务书》的条件下,灵活部署具体工作的实施方法。

       

      Abstract: Through more than 200 measuring points with control parameters from different GPS control stations,we calculated,using random soft ware,the 3D coordinates of a single measuring point(ie,x,y,h),the measured distance between the points and control stations,and the difference between the coordinates and that between elevation values,showing the relationship between the distance and the difference is not a linear relationship.Thus,in the process of follow-up work of this project,we will extend the control radius to as long as 80 km(the test distance ranges in 0~88.621 km).Therefore,we suggest that the future GPS positioning survey should have a comparison between controlling radius.The methods used may be different for different areas.In addition,the method adopted should meet the requirements stipulated in the "normat ive" and "task document".

       

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