利用 GPS(RTK)进行工程放样、界址点测量与其精度分析论文关键词:GPS(RTK) 工程放样 点放样 曲线放样 地籍测量 界址点 论文摘要:本论文主要介绍 GPS(RTK)的基本原理、系统组成、技术特点、误差来源和使用方法与操作步骤,并利用 GPS(RTK)在工程测量中进行点放样、曲线放样以与在地籍测量中进行界址点测量,对测量结果进行精度分析。通过对放样点和界址点测量结果的精度分析,得出了 GPS(RTK)的测量精度是可以达到工程放样和界址点测量的精度要求的结论,并且通过工程实例说明了 GPS(RTK)具有工作效率高、定位精度高、全天候作业、数据处理能力强和操作简单易于使用等特点。通过本文的论述我们了解了如何使用GPS(RTK)进行工程放样和界址点测量,并为 GPS(RTK)在工程放样和界址点测量的可行性进行了论证,拓展了 GPS(RTK)在测量领域的应用围,增强了使用 GPS(RTK)的实际操作能力,为以后承担更多的测量工作奠定了基础。 ABSTRACT:The present paper is mainly introduced GPS(RTK) the basic principle, the system composition, the technical characteristic, the error source and the application method and the sequence of operation, and carry on a lofting, the curve lofting as well as using GPS(RTK) in the project survey carry on the boundary point survey in the cadastration, carries on the precision analysis to the measurement result. Through to the lofting and the boundary point precision analysis, has obtained the GPS(RTK) measuring accuracy is may achieve the project lofting and the boundary point survey precision request conclusion, and explained through the project example GPS(RTK) has the working efficiency high, the pointing accuracy high, the all-weather work, data-handling capacity strong and the operation simple easy to use and so on the characteristics. Elaborated us through this article to understand how used GPS(RTK) to carry on the project lofting and the boundary point survey, and was GPS(RTK) has carried on the proof in the project lofting and the bou...