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GPS-RTK与边角交会联合测图根控制
引用本文:赵琴霞,法维刚.GPS-RTK与边角交会联合测图根控制[J].测绘科学,2011,36(6):126-127,79.
作者姓名:赵琴霞  法维刚
作者单位:辽宁科技学院,辽宁本溪,117022
摘    要:在城市测量中,由于建筑物的不断增高,绿化植物的多样与浓密,仅仅利用GPS-RTK无法完成一项测量工作,必须与常规测量相结台才行.为此,本文采用GPS-RTK与边角交会联合测量图根控制;并介绍了GPS-RTK与常规的边角变会相结合测图根控制的施测、检核及计算方法,分析了交会点的点位精度;最后通过算例得出几点有用的结论.

关 键 词:GPS-RTK  边角交会  精度  点位误差

Integrative mapping control of GPS RTK and linear-angular intersection
ZHAO Qin-xia,FA wei-gang.Integrative mapping control of GPS RTK and linear-angular intersection[J].Science of Surveying and Mapping,2011,36(6):126-127,79.
Authors:ZHAO Qin-xia  FA wei-gang
Institution:(Liaoning Institute of Science and Technology,Liaoning Benxi 117022,China)
Abstract:In urban survey,due to unceasing rise buildings,thick afforested plants accompanied by highly developed communication industry,buildings markup,it is impossible for a surveying work to be completed merely using GPS-RTK,it must unify with the routine measurement.Therefore,the paper used the integrative survey mapping control of GPS-RTK and the linear-angular intersection.This article introduced GPS-RTK and the conventional linear-angular intersection method.And it analyzed the point position precision of intersection points,finally drew several useful conclusions through the example.
Keywords:GPS-RTK  linear-angular intersection  precision  point position error
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