1992
DOI: 10.1029/91wr03098
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A combined algorithm for automated drainage network extraction

Abstract: Based on existing principles of automated drainage network extraction we have developed two methodological algorithms, the “profile scan” and “hydrological flow modeling,” and used them to extract networks from digital elevation models (DEMs). The “hydrological flow modeling” algorithm specializes in the extraction of well‐connected hierarchically arranged skeletal channel networks. On the other hand, the channels extracted by the “profile scan” algorithm lack adequate connectivity, but this algorithm is suita… Show more

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Cited by 89 publications
(41 citation statements)
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“…Chorowicz et al [47] proposed a method for the extraction of drainage networks of areal features. The method seeks to combine a threshold-based "profile scan" and the "hydrological flow routing" method to overcome the problem of hydrological flow routing yielding one-pixel wide channel networks.…”
Section: Delineating Valleysmentioning
confidence: 99%
“…Chorowicz et al [47] proposed a method for the extraction of drainage networks of areal features. The method seeks to combine a threshold-based "profile scan" and the "hydrological flow routing" method to overcome the problem of hydrological flow routing yielding one-pixel wide channel networks.…”
Section: Delineating Valleysmentioning
confidence: 99%
“…The errors vary between 0.1 m and 4.7 m in a typical 25 m DEM (Tarboton et al, 1991). Although many authors agree that sinks and peaks may actually represent the true nature of topography (Chorowicz et al, 1992), they may act as local barriers that trap water flow and cause a major problem for drainage network extraction. To avoid this problem and before performing any hydrologic analysis, sinks in the DEM were identified and eliminated using TerraStream software (Danner et al, 2007).…”
Section: Generation Of Digital Elevation Modelmentioning
confidence: 99%
“…the "profile scan" method of Chorowicz et al (1992) and the "GA (genetic algorithm)" of Nakayama (1997)). It seems that this type has the advantage of avoiding further information loss of the raw DEM data, but some parameters used in these two algorithms are subjective and have no physical basis.…”
Section: Existing Methods To Treat Pits and Flat Areas In Raw Demsmentioning
confidence: 99%
“…However, there is neither an established quantitative method nor a generally accepted criterion to express its accuracy (Chorowicz et al, 1992;Tarboton et al, 1991). In practice, visual agreement of main streams and principal tributaries is often the criterion for validation.…”
Section: Validation Of the Computed Drainage Networkmentioning
confidence: 99%
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