摘要
根据工程勘测的需要,应用大地测量学及GPS网平差理论,结合实例,探讨运用边长尺度比来有效消除GPS网平差中高斯投影及高程归化变形的计算方法。
According to the demand of engineering surveying , With the theory of geodesy and the method of gps network adjust , This paper discusses how to minimize the scale error of gauss projection and datum plane reduction by changing the side scale when we adjust the engineering gps network.
出处
《电力勘测设计》
2005年第5期35-38,共4页
Electric Power Survey & Design
关键词
工程GPS网
投影变形
网平差
边长尺度比
engineering gps network
projection distortion
network adjust
side scale.
作者简介
罗全华（1973-）,男,四川资阳人,工程师,在读工程硕士.
