GD6-1 - Geometric accuracy

This Topic has been deleted in future versions of the GIS&T Body of Knowledge

Author and Citation Info: 

DiBiase, D., DeMers, M., Johnson, A., Kemp, K., Luck, A. T., Plewe, B., and Wentz, E. (2006). Geometric accuracy. The Geographic Information Science & Technology Body of Knowledge. Washington, DC: Association of American Geographers. (2nd Quarter 2016, first digital).

Learning Objectives: 
  • State the geometric accuracies associated with the various orders of the U.S. horizontal geodetic control network
  • State the approximate number and spacing of control points in each order of the horizontal geodetic control network
  • Explain the factors that influence the geometric accuracy of data produced with Global Positioning System (GPS) receivers
  • Explain the concept of dilution of precision
  • Describe the impact of the concept of dilution of precision on the uncertainty of GPS positioning
  • Explain the principle of differential correction in relation to the Global Positioning System
  • Apply the National Map Accuracy Standard to calculate the accuracy associated with the various USGS topographic map scales
  • Compare the National Map Accuracy Standard with the ASPRS Coordinate Standard
  • In contrast to the National Map Accuracy Standard, explain how the spatial accuracy of a digital road centerlines data set may be evaluated and documented
  • Explain the formula for calculating root mean square error
  • Compare the concepts of geometric accuracy and topological fidelity
  • Describe how geometric accuracy should be documented in terms of the FGDC metadata standard
  • Explain how geometric accuracies associated with the various orders of the U.S. horizontal geodetic control network are assured