Elaborating more accurate high-resolution DEMs using SfM workflow

Research Institute for Sustainable Land Development, University of Extremadura, Cáceres, Spain
Department of Geography, San Diego State University, San Diego, United States
Pyrenean Institute of Ecology, CSIC, Zaragoza, Spain
DOI
10.7287/peerj.preprints.27081v1
Subject Areas
Spatial and Geographic Information Science
Keywords
DEM, viewshed, SfM photogrammetry, occlusion, topography
Copyright
© 2018 Gomez-Gutierrez et al.
Licence
This is an open access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, reproduction and adaptation in any medium and for any purpose provided that it is properly attributed. For attribution, the original author(s), title, publication source (PeerJ Preprints) and either DOI or URL of the article must be cited.
Cite this article
Gomez-Gutierrez A, Biggs T, Gudino-Elizondo N, Errea Abad P, Alonso-González E, Nadal-Romero E, de Sanjosé Blasco JJ. 2018. Elaborating more accurate high-resolution DEMs using SfM workflow. PeerJ Preprints 6:e27081v1

Abstract

Structure-from-Motion (SfM) photogrammetry is one of the most common approaches used to elaborate high-resolution Digital Elevation Models (DEMs) nowadays. Factors that influence the final error associated to the derived DEM are: camera-to-ground distance, camera-sensor system parameters, image network geometry, matching performance, terrain type, lighting conditions and referencing methods. Here, a strategy focused on minimizing the occlusion produced by topography and determine optimal camera locations for image acquisition is presented. This methodology is based on using a viewshed analysis implemented in a Geographical Information System (GIS) to identify the best images for the SfM workflow of a specific survey-site. The suitability of the workflow presented against conventional acquisition strategies was tested using three different datasets (one terrestrial and two aerial) and analyzing differences between SfM-derived DEM produced using: 1) a dataset acquired following conventional overlap requirements (i.e. one image every 5-10º around the target for terrestrial close-range oblique SfM and 70-60% frontal and side overlap for aerial surveys), 2) a dataset overloaded with images (i.e. one image every 3-4º around the target and >95-95% frontal and side overlap for aerial surveys), and 3) images selected using the viewshed analysis. The resulting DEMs were tested against Terrestrial Laser Scanner-derived (TLS) DEMs. SfM results showed denser point clouds for the datasets elaborated using the viewshed analysis. Differences were particularly important for the terrestrial case indicating a stronger line-of-sight effect on the ground. Point cloud density absolute differences and no-data zones in the datasets produced using the conventional strategies resulted in larger Mean Absolute Errors (MAE) in the DEMs. DEMs produced using the viewshed criteria showed lower MAEs than the conventional dataset and similar to the dataset overloaded of images. Additionally, the processing time of the datasets that used viewshed criteria was much shorter than the datasets overloaded of images.

Author Comment

This work will be presented at Geomorphometry 2018, Boulder, CO.