Depression filling and direction assignment over flat areas are critical issues in hydrologic analysis. This paper proposes a method to handle depressions and flat areas in one procedure. Being different from the traditional raster neighbourhoods processing with little heuristic information, the method is designed to compensate for the inadequate searching information of other methods. The proposed method routes flow through depressions and flat areas by searching for the outlet using the heuristic information. Heuristic information can reveal the general trend slope of the DEM (digital elevation models) and help the proposed method find the outlet accurately. The method is implemented in Pascal and experiments are carried out on actual DEM data. It can be seen from the comparison with the four existing methods that the proposed method can get a closer match result with the ground truth network. Moreover, the proposed method can avoid the generation of the unrealistic parallel drainage lines, unreal drainage lines and spurious terrain features.
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Research Article|
December 01 2011
A method for extracting drainage networks with heuristic information from digital elevation models
Kun Hou;
1School of Computer Science and Information Technology, Northeast Normal University, Changchun 130117, China
E-mail: [email protected]
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Wei Yang;
Wei Yang
1School of Computer Science and Information Technology, Northeast Normal University, Changchun 130117, China
2College of Computer Science and Technology, Changchun Normal University, Changchun 130032, China
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Jigui Sun;
Jigui Sun
3College of Computer Science and Technology, Jilin University, Changchun 130012, China
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Tieli Sun
Tieli Sun
1School of Computer Science and Information Technology, Northeast Normal University, Changchun 130117, China
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Water Sci Technol (2011) 64 (11): 2316–2324.
Article history
Received:
August 19 2010
Accepted:
August 12 2011
Citation
Kun Hou, Wei Yang, Jigui Sun, Tieli Sun; A method for extracting drainage networks with heuristic information from digital elevation models. Water Sci Technol 1 December 2011; 64 (11): 2316–2324. doi: https://doi.org/10.2166/wst.2011.819
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