摘要
在已知点下插入一个或二个三角点,是工程控制加密网的常用形式。本文讨论了在顾及起始点误差影响下,待定点点位精度的直接计算方法,文中给出了实际计算的公式和具体步骤,并附以计算实例,以供应用时参考。
It is common to interpolate one or two points for engineering control in dencification network.This paper discusses the direct calculat, ion of positional accuracy in view of the influences of starting point's error. Formula and procedure are given for reference.
出处
《工程勘察》
CSCD
北大核心
1991年第1期57-59,66,共4页
Geotechnical Investigation & Surveying
