• DocumentCode
    2830682
  • Title

    Robust Conicoid Fitting in Converting GPS Height

  • Author

    Huang Weiduo

  • Author_Institution
    Dept. of Hydraulic Eng., Zhejiang Water Conservancy & Hydropower Coll., Hangzhou, China
  • fYear
    2009
  • fDate
    19-20 Dec. 2009
  • Firstpage
    1
  • Lastpage
    4
  • Abstract
    Height difference between GPS height and normal height is called height anomaly. If height anomaly for a point can be estimated, GPS height above the surface of the WGS-84 ellipsoid can be converted into normal height, which is used in engineering applications. A new robust procedure by using the conicoid fitting method (CFM) with the Huber M-estimation was proposed, to convert GPS height to normal height using some survey marks of a GPS control net where both normal height and GPS height are known. The robust CFM was presented on the example of a B-order GPS control net. The accuracy was analyzed and the results are promising. The impact of survey marks distribution and density on fitting accuracy was also discussed. In flat areas, converting GPS height to normal height by using CFM arrives at sub-centimeter level accuracy under some conditions.
  • Keywords
    Global Positioning System; B-order GPS control net; GPS height; Global Positioning System; Huber M-estimation; WGS-84 ellipsoid surface; height anomaly; robust conicoid fitting method; Backpropagation algorithms; Ellipsoids; Global Positioning System; Mathematical model; Robust control; Robustness; Sea surface; Surface fitting; Testing; Water conservation;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information Engineering and Computer Science, 2009. ICIECS 2009. International Conference on
  • Conference_Location
    Wuhan
  • Print_ISBN
    978-1-4244-4994-1
  • Type

    conf

  • DOI
    10.1109/ICIECS.2009.5364106
  • Filename
    5364106