摘要
本文应用方差估算的基本理论,利用导线边、角改正数本身的大小,或利用导线坐标闭合差本身的大小来确定边、角的权,使平差成果及精度估计得到合理结果,且选权有唯一性,计算速度快。
Based on the theory of variance estimate, the corrected size of both traverse side and angle itself or the size of closing error of traverse coordinate itself is used to determine the weights so that the adjustment and accuracy estimation can be reasonable and weight selection be of uniqueness.
出处
《工程勘察》
CSCD
北大核心
1991年第5期50-53,共4页
Geotechnical Investigation & Surveying