摘要
工业测量中,传统移站测量法的点位测量误差会随着移站次数的增加不断累积增加,导致最终的测量精度不可控。讨论了基于原始观测值和基于坐标观测值的两种整体平差数据融合方法,与传统移站测量法相比,这两种方法解算的点位精度较高且稳定。实验表明,即使融合的函数模型和随机模型等价,采用不同的融合方法,得到的融合结果并不完全等价。在实际应用中需根据具体情况选择不同的融合方法,从而得到解算精度可靠的待测点坐标。
In industrial measurement,the coordinate measurement error of the traditional moving station measurement will accumulate constantly with the increase of number of stations,which leads to the uncontrollability of the measurement accuracy.Based on the original observations and the coordinate observations respectively,this paper proposes two methods of data fusion of the overall adjustment in which the point precision is both higher and more stable than the traditional moving station measurement.Experiments show that the fusion results won’t be completely equivalent within different fusion methods even if the mathematical model and stochastic model are equivalent.In order to get more reliable accuracy of coordinates of unknown points,we should choose different fusion methods based on the specific situation in practical application.
作者
周跃寅
潘国荣
吴廷
汪大超
ZHOU Yueyin;PAN Guorong;WU Ting;WANG Dachao(College of Survey and Geo-informatics, Tongji Unviersity, Shanghai 200092, China;Shanghai Research Institute of Building Sciences, Shanghai 200232, China)
出处
《武汉大学学报(信息科学版)》
EI
CSCD
北大核心
2017年第12期1840-1846,共7页
Geomatics and Information Science of Wuhan University
基金
中央高校基本科研业务费专项
测绘地理信息公益性行业科研专项经费(HY14122136)~~
关键词
工业测量
移站测量
数据融合
整体平差
条件数
industrial measurement
moving station measurement
data fusion
overall adjustment
condition number