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无定向测量问题的解决

Solution of the nondirectional survey problem

中文摘要英文摘要

为了充分利用不通视的高级控制点,结合工程实践系统地介绍了几种控制点加密方法,包括基于全球卫星定位技术的GNSS RTK方法,基于全站仪的无定向附合导线和任意设站法,基于经纬仪的双点后方交会和无定向三角锁。对于具有多余观测的加密控制点,坐标解算可以采用严密平差方法进行;其它情况可以采用便携计算机自编程序在工程现场完成计算,甚至可以利用Auto CAD方法图解得到结果。在使用加密控制点的时候,应根据现场设备条件和既有地物信息加以检核验证。

In order to make full use of the advanced control points with bad visibility, this paper introduce several methods for densification of control points combine with the engineering practice, include GNSS RTK method based on global satellite positioning technology, nondirectional connecting traverse and arbitrary station method based on total station, two-point resection and nondirectional linear triangulation chain based on theodolite. For some densification control points with redundant observation, the coordinates computation can use rigorous adjustment method;for other cases, we can use portable computer program to complete the computation in work site, and even can use Auto CAD diagram to get the results. When using densification control point, checking and verification must be done according to the condition of work site equipment and the existing feature information.

王博、王新宇、何翔、陈永林、殷耀国

工程设计、工程测绘

无定向测量GNSS RTK无定向附合导线任意设站法双点后方交会无定向线形锁

nondirectional surveyGNSS RTKnondirectional connecting traversearbitrary station methodtwo-point resectionnondirectional linear triangulation chain

,王博,王新宇,何翔,陈永林,殷耀国.无定向测量问题的解决[EB/OL].(2016-09-28)[2025-07-16].http://www.paper.edu.cn/releasepaper/content/201609-242.点此复制

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