1998
DOI: 10.1002/(sici)1099-1085(199805)12:6<857::aid-hyp659>3.0.co;2-b
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A phenomenon-based approach to upslope contributing area and depressions in DEMs
Abstract: Description of the terrain surface through digital elevation models (DEMs) strongly depends on data collection methods and DEM data structures. For efficiency and availability reasons regular point distributions are most common, which yield artefacts such as depressions and preferential flow directions. These facts need to be considered when natural phenomena are modelled, as is shown for handling depressions and for estimation of flow paths and upslope contributing areas. Analysis of the main reasons for the …
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Cited by 81 publications
(23 citation statements)
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“…Sinks and depressions in DEMs can represent real terrain forms, but most are caused by data errors and need to be corrected prior to routing flow (Rieger, 1998). We assessed several hydrologic‐enforcement methods and their impact on estimated drainage areas and threshold analysis parameters.…”
Section: Methodsmentioning
confidence: 99%
“…Sinks and depressions in DEMs can represent real terrain forms, but most are caused by data errors and need to be corrected prior to routing flow (Rieger, 1998). We assessed several hydrologic‐enforcement methods and their impact on estimated drainage areas and threshold analysis parameters.…”
Section: Methodsmentioning
confidence: 99%
“…Fill is perhaps the most commonly used and widely implemented conditioning technique. However, it has been suggested that it is incompatible with LiDAR data due to the inherent assumption that depressions are erroneous data points, rather than reflective of true surface features (Rieger, ; Woodrow et al, ). Fill removes depressions by adjusting the elevation of a depression pixel to match the elevation of the surrounding pixels (Jenson & Domingue, ; Planchon & Darboux, ; Wang & Liu, ).…”
Section: Methodsmentioning
confidence: 99%
“…The first breaching methods were introduced by Martz and Garbrecht () and Rieger (, ) and worked by identifying and breaching the lowest outflow in a sink if specific criteria of depth and breach length were meet. Studies by Soille (), Schwanghart and Kuhn (), and Schwanghart et al () propose breach algorithms based on the least cost auxiliary topography.…”
Section: Methodsmentioning
confidence: 99%
