• DocumentCode
    3493743
  • Title

    The accuracy comparison of height from DTM constructed using STOP and GO with RTK GPS for GIS application

  • Author

    Ghazali, Rosmadi ; Hasim, Nor Baizura ; Hashim, Khairil Afendy ; Rahim, Siti Aishah Abd ; Samad, Abd Manan

  • Author_Institution
    Dept. of Surveying Sci. & Geomatics, Univ. Teknol. MARA (UiTM), Shah Alam, Malaysia
  • fYear
    2010
  • fDate
    21-23 May 2010
  • Firstpage
    1
  • Lastpage
    6
  • Abstract
    Nowadays development of technology Global Positioning System (GPS) is advancing very quickly and useful to any field that require spatial data. GPS is saving time, give a better accuracy can operate for 24 hours in any weather condition, saving time and others. Real Time Kinematic (RTK) and Stop and Go are popular techniques in GPS to get position of any feature on the earth surface. DTM (Digital Terrain Model) in this study have function such as providing a highly detailed representation of the topographical variations in the Earth´s surface. The objective of this research is to compare accuracy between of DTM generated by Stop and Go GPS and Real Time Kinematic (RTK) technique in capture detail relative to static technique. The detail collects including ground cover of three difference surfaces such as slope area, flat area and mix area. The accuracy comparison focuses on height (z) value on the generated DTM. There are five control points (CP) which have been used as known coordinates during Stop and Go as well as RTK GPS session and nine independent control points (ICP) established at the study area with static technique. The analyses of the comparison accuracy will be evaluated in Geographic Information System (GIS) software. The accuracy evaluated by pointing to the selected points on the DTM in ArcGIS Software. Static mode observation GPS points were used as references to compare the accuracy of both techniques. For the purposed of generating the DTM; 267 points of Stop and Go and RTK GPS respectively were interpolated using TIN interpolation to get the z value for the whole study area so that the accuracy the DTM can be evaluated.
  • Keywords
    Global Positioning System; geographic information systems; interpolation; terrain mapping; visual databases; ArcGIS software; Global Positioning System; RTK GPS; TIN interpolation; digital terrain model; flat area; geographic information systems; independent control points; mix area; realtime kinematic; slope area; stop-and-go technique; topographical variations; Digital elevation models; Earth; Geographic Information Systems; Global Positioning System; Information analysis; Interpolation; Kinematics; Software systems; Surface topography; Tin; Digital Terrain Model (DTM); Global Positioning System (GPS); Real Time Kinematic (RTK);
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Signal Processing and Its Applications (CSPA), 2010 6th International Colloquium on
  • Conference_Location
    Mallaca City
  • Print_ISBN
    978-1-4244-7121-8
  • Type

    conf

  • DOI
    10.1109/CSPA.2010.5545337
  • Filename
    5545337