摘要
本文讨论了在待定点测站上测量与两已知点的距离和角度进行后方交会坐标计算的原理,并对点位精度和一角一边后方交会多解的判定作了较详细的分析。
This paper discusses the principle of coordinate calculation of resection,in which distance and angle to two known points are observed on unknown point's station. It also fully analyses the mean square error of a point and multi - solution's determination of resection with only one distance and one angle.
出处
《东北测绘》
1998年第2期43-45,共3页
Northeast Surveying and Mapping
关键词
后方交会
测边
测角
相互结合
已知点
后方交会
Resection, Coordinate, Distance and Angle, The Mean Square Error of a Point
