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全站仪棱镜常数未改正引起的测量误差分析 被引量:16

Analyses of the Survey Errors caused by Uncorrected Prism Constants of Total Station
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摘要 基于棱镜常数的概念,通过一典型测量模型分析在棱镜常数未改正的情况下所引起的测量误差,并结合案例阐述了误差对地籍测量工作的影响。由于棱镜常数未改正而引起的系统误差在界址点测量中是不可容忍的,必须改正。 On the bases of the conception of prism constants, this paper introduces the survey errors caused by uncorrected prism constants of total station in different cases according to analyzing one typical survey model, and expatiates the errors which would affect the course of cadastre survey work by enumerating an example. During the regiondot survey the systemic errors ant and they must be corrected. caused by uncorrected prism constants are intoler-
出处 《北京测绘》 2005年第3期30-33,共4页 Beijing Surveying and Mapping
关键词 棱镜常数 测量误差 全站仪 prism constants survey errors total station
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参考文献4

  • 1武汉大学《测量学》编写组.测量学[M].北京:测绘出版社,2002..
  • 2詹长根.地籍测量学[M].武汉:武汉大学出版社,2002..
  • 3范百兴,夏治国.全站仪无棱镜测距及精度分析[J].北京测绘,2004,18(1):28-31. 被引量:63
  • 4.[EB/OL].www.cdjwkj.com棱镜加常数常见问题解析.pdf[EB/OL],.

二级参考文献1

  • 1Leica Corp. GeoBasic for TPS1100User ManualVersionl.30Switzerland:Printed in Switzerland. Copyright by Leica Geosystems AG,Heerbrugg,Swizerland,2000

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