2008
DOI: 10.1016/j.cageo.2008.02.019
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Routing overland flow through sinks and flats in interpolated raster terrain surfaces

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Cited by 41 publications
(32 citation statements)
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“…Flow path simulated using the D8 tends to be concentrated to distinct, often artificially straight lines, as reported by Seibert and McGlynn (2007). In addition, Kenny et al (2008) pointed out that the D8 algorithm can not yield good simulation results in low relief areas or areas with poor DEMs. Efforts to alleviate these drawbacks have focused on introducing models with multiple-flow directions, also called dispersive algorithms.…”
Section: Introductionmentioning
confidence: 90%
See 1 more Smart Citation
“…Flow path simulated using the D8 tends to be concentrated to distinct, often artificially straight lines, as reported by Seibert and McGlynn (2007). In addition, Kenny et al (2008) pointed out that the D8 algorithm can not yield good simulation results in low relief areas or areas with poor DEMs. Efforts to alleviate these drawbacks have focused on introducing models with multiple-flow directions, also called dispersive algorithms.…”
Section: Introductionmentioning
confidence: 90%
“…However, other studies also showed that the dispersive algorithms can be used to define dispersive flow paths (e.g., Bogaart and Troch, 2006). A few studies have suggested that the D8 method can yield good results in areas of substantial relief using a high resolution DEM (e.g., 3-5 m resolution DEM) (Guo et al, 2004;Kenny et al, 2008;Paik, 2008;Wu et al, 2008).…”
Section: Introductionmentioning
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%
“…A variety of techniques exist for modifying DEMs to remove topographic depressions in preparation for deriving hydrologic features-reviewed in Kenny andothers (2008, table 2)-including DEM smoothing (O'Callaghan andMark, 1984), outlet breaching (Martz and Garbrecht, 1999), and stream burning using existing vector representations of hydrologic networks (Callow and others, 2007). The filling of depressions (Jenson and Domingue, 1988) can be accomplished quickly in ArcGIS (Esri, Redlands, Calif.) using the Fill tool, which simply increases the elevation values within depression cells and thus allows water to be routed across the filled depression.…”
Section: Hydroconditioningmentioning
confidence: 99%