2005
DOI: 10.1002/hyp.5835
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Removal of artifact depressions from digital elevation models: towards a minimum impact approach

Abstract: 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 c… Show more

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Cited by 150 publications
(129 citation statements)
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“…Each sub-basin does not have any other upstream basin so that the hydrologic response of each individual sub-basin can be assessed without any effects from adjacent sub-basins. Inaccurate watershed delineation could be generated due to errors in the DEM data such as flat or sink areas [50], that can be found in the low relief or flat areas [51,52].…”
Section: Methodsmentioning
confidence: 99%
“…Each sub-basin does not have any other upstream basin so that the hydrologic response of each individual sub-basin can be assessed without any effects from adjacent sub-basins. Inaccurate watershed delineation could be generated due to errors in the DEM data such as flat or sink areas [50], that can be found in the low relief or flat areas [51,52].…”
Section: Methodsmentioning
confidence: 99%
“…However, a major limitation is that only a DEM with dimensions smaller than 4000 ϫ 4000 cells can be processed. TAS (http:// www.sed.manchester.ac.uk/geography/research/tas) evolved from work by John Lindsay of the University of Manchester in response to the lack of affordable software for terrain analysis and hydrological characterization (Lindsay 2005). This software provides advanced hydrological modeling capabilities without dependence on proprietary GIS software.…”
Section: Softwarementioning
confidence: 99%
“…Before the standard suite of hydrological layers can be constructed, any sinks (local depressions) in a DEM must be filled or breached to route flow properly downslope and resolve any flow disruptions that are confined within sinks (Martz and Garbrecht 1999, Lindsay and Creed 2005, Temme et al 2006. This is achieved by filling the interior of each depression to the same elevation of its lowest outlet (Planchon and Darboux 2001), using virtually identical algorithms available in both TauDEM and TAS.…”
Section: Processingmentioning
confidence: 99%
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“…These flow paths form continuous paths from the deepest part of a depression to the actual pour point of the area studied ( Figure 2). A combination method called the Impact Reduction Approach (IRA) was developed by Lindsay and Creed [48]. This method selects either the filling or the breaching method based on the impact factor (IF) that indicates the amount of change in a DTM necessary for hydrologic correction of the area processed.…”
Section: Introductionmentioning
confidence: 99%