A Robust Cellular Automaton Surface Drainage Preprocessing Algorithm for High Resolution Digital Elevation Models

A robust cellular automaton (CA) algorithm has been developed that overcomes many of the difficulties in preprocessing high resolution raster format digital elevation models (DEMs) prior to creating the surface drainage network. The algorithm is unique in that a small fixed hydraulic gradient is generated using a parallel processing computation that progressively fills depressions and drains flat surfaces. The algorithm facilitates the location and inclusion of subsurface drainage infrastructure (e.g., culverts) and the re-establishment of building structures to the DEM via outside databases, such as Microsoft Building Footprints. The CA algorithm uses an iterative arithmetic computation method that never requires searching beyond the 3 by 3 raster cell neighborhood, which guarantees a robust algorithm that can establish a minimum hydraulic gradient under any condition, including flat surfaces, without failure. The algorithm and associated processing procedures are demonstrated on a small watershed with significant suburban development.

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Published
2025-05-15
DOI
https://doi.org/10.1061/9780784486184.014
Primary Topic
Hydrology and Watershed Management Studies
Type
article
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article

A Robust Cellular Automaton Surface Drainage Preprocessing Algorithm for High Resolution Digital Elevation Models

Robert N. Eli
Hydrology and Watershed Management Studies
article

A Robust Cellular Automaton Surface Drainage Preprocessing Algorithm for High Resolution Digital Elevation Models

Robert N. Eli
article en

Abstract

A robust cellular automaton (CA) algorithm has been developed that overcomes many of the difficulties in preprocessing high resolution raster format digital elevation models (DEMs) prior to creating the surface drainage network. The algorithm is unique in that a small fixed hydraulic gradient is generated using a parallel processing computation that progressively fills depressions and drains flat surfaces. The algorithm facilitates the location and inclusion of subsurface drainage infrastructure (e.g., culverts) and the re-establishment of building structures to the DEM via outside databases, such as Microsoft Building Footprints. The CA algorithm uses an iterative arithmetic computation method that never requires searching beyond the 3 by 3 raster cell neighborhood, which guarantees a robust algorithm that can establish a minimum hydraulic gradient under any condition, including flat surfaces, without failure. The algorithm and associated processing procedures are demonstrated on a small watershed with significant suburban development.

West Virginia University (US)
Openalex Percentile: Top 89%
Hydrology and Watershed Management Studies
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