Removal of artifact depressions from digital elevation models: Towards a minimum impact approach

John B. Lindsay, Irena F. Creed

Research output: Contribution to journalArticlepeer-review

Abstract

Artifact depressions in digital elevation models (DEMs) interrupt flow paths and alter drainage directions. Techniques for removing depressions should enforce continuous flow paths in a way that requires the least modification of the DEM. Impacts on the spatial and statistical distributions of elevation and its derivatives were assessed for four methods of removing depressions: (1) filling; (2) breaching; (3) a combination of filling and breaching, with breaching constrained to a maximum of two grid cells; (4) a combination of filling and breaching based on an impact reduction approach (IRA). The IRA removes each depression using either filling or breaching, depending on which method has the least impact, in terms of the number of modified cells and the mean absolute difference in the DEM. Analysis of a LiDAR DEM of a landscape on the Canadian Shield showed significant differences in the impacts among the four depression removal methods. Depression filling, a removal method that is widely implemented in geographical information system software, was found to impact terrain attributes most severely. Constrained breaching, which relies heavily on filling for larger depressions, also performed poorly. Both depression breaching and the IRA impacted spatial and statistical distributions of terrain attributes less than depression filling and constrained breaching. The most sensitive landscapes to depression removal were those that contained large (i.e. > 10%) flat areas, because of the occurrence of relatively large depressions in these areas. Copyright © 2005 John Wiley & Sons, Ltd.
Original languageEnglish
Pages (from-to)3113-3126
Number of pages13
JournalHydrological Processes
Volume19
Issue number16
DOIs
Publication statusPublished - 30 Oct 2005

Keywords

  • Channel network extraction
  • Depression
  • Digital elevation models
  • Error
  • Flow routing
  • Preprocessing
  • Terrain analysis

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