摘要
随着GPS静态测量技术的成熟使用,现在大部分的控制网均由GPS观测技术完成。本文研究了如何在控制点稀少或者控制点精度较低的地区,利用GPS观测,二维约束平差约束"一点、一方位、几条约束边长"的方法,建立高精度、满足工程投影变形的城市独立坐标系。本文具体讨论了建立独立坐标系的方法与案例,通过实践表明,利用GPS观测技术建立的独立坐标系,可以达到很高的精度和符合规范的边长投影变形。
With the use of static GPS measurement technology, most of the surveying control network completed by the GPS observa- tion techniques. This paper studies the methods of building high - precision, meet city engineering projection deformation independent coordinate system in the area of control point scarce and low accuracy, which using GPS baseline data and two - dimensional constraint adjustment with the "a point, an azimuth, a baseline" method. This paper also discussed the establishment of an independent coordi- nate system and case specific. By practice, the establishment of an independent coordinate system using GPS observation techniques, can achieve high accuracy and compliance side length projection deformation.
出处
《测绘与空间地理信息》
2015年第2期159-161,共3页
Geomatics & Spatial Information Technology
关键词
独立坐标系
投影面
投影长度
大地水准面模型
independent coordinate system
projection surface
projection deformation
geoid model