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Fill Depressions

Overview

Fills depressions in an input digital elevation model (DEM) raster and outputs a depression-filled DEM for subsequent hydrology analysis. Filling depressions removes local sinks that can interrupt flow routing and flow accumulation calculations.

Use Cases

  • Preprocess a DEM before hydrology analysis, especially flow direction and flow accumulation workflows.
  • Remove spurious depressions caused by data voids, noise, or interpolation artifacts.
  • Prepare terrain input for watershed delineation, runoff simulation, and drainage network extraction.

Parameters

ParameterDescriptionNotes
Input DEM raster fileInput digital elevation model (DEM) raster file.Required
Apply epsilon gradientSpecifies whether to apply an epsilon gradient to all flat areas.Optional; default: False
Topology indicatorFlow direction algorithm used for depression filling.Required; default: D8; options: 8-direction flow direction algorithm (D8), 4-direction flow direction algorithm (D4)
Output filled DEM fileOutput digital elevation model (DEM) raster file after depressions are filled.Required

Steps

  1. Start the tool: Open the Geoprocessing Toolbox, go to Thematic Analysis > Hydrology Analysis, and start the Fill Depressions tool.
  2. Prepare the input: Select the Input DEM raster file and confirm that the input data is complete and readable.
  3. Set core parameters: Configure Apply epsilon gradient and Topology indicator according to the analysis objective.
  4. Set the output: Specify the Output filled DEM file and confirm that the output path, format, and naming rules meet later workflow requirements.
  5. Run and inspect results: Click Run to execute the task. After it completes, check whether the filled DEM surface and value distribution are as expected.

Notes

  • When multiple rasters are used together, first confirm that their coordinate systems, resolutions, extents, and grid alignment are consistent.
  • Voids, noise, and abnormal elevation values in the DEM can create false depressions and affect downstream hydrology analysis results.