GPS与全站仪数据椭球面联合平差  

Ellipsoid combined adjustment of GPS and total station data

作　　者：孙腾科[1] 华远峰[1] 

机构地区：[1]河海大学测绘科学与工程系,江苏南京210098

出　　处：《测绘工程》2014年第5期33-36,共4页Engineering of Surveying and Mapping

基　　金：国家自然科学基金资助项目(41204016;41274017);江苏省科技支撑计划(BE2010316)

摘　　要：传统的基于平面的平差计算常遇到投影和换带的问题,不利于整网平差。文中探究以地球椭球面为统一计算基准面进行联合平差的理论和方法,并推导适用的函数模型和随机模型。根据上述模型编制能够完成椭球面联合平差计算的软件,通过和COSA软件计算结果进行对比,验证它的可行性和有效性,可以有效地避免投影和换带所带来的一系列问题。Traditional adjustment based on the plane often meets the problems of projection and alternate which influence the adjustment of a whole net. It exPlores the theory and method of combined adjustment based on a unified ellipsoid of earth, then the applicable function model and the stochastic model are derived. Software according to the above model which can complete the ellipsoid for combined adjustment computing is compiled. COSA software calculation results are compared, of which the feasibility and efficiency of this method are verified. It can effectively avoid a series of problems caused by the projection and alternate.

关 键 词：GPS 全站仪 椭球面 联合平差 

分 类 号：P228.4[天文地球—大地测量学与测量工程] P207[天文地球—测绘科学与技术]