2017
DOI: 10.2166/nh.2017.075
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A smartphone camera for the structure from motion reconstruction for measuring soil surface variations and soil loss due to erosion

Abstract: The suitability of a smartphone camera for the structure from motion (SfM) reconstruction for monitoring variations in soil surface characteristics and soil loss originated by a low intensity erosive event was evaluated. Terrestrial laser scanning (TLS) was used to validate the SfM model. Two surveys of the soil surface, one before and one after the rainfall event, were carried out for SfM and TLS. The point clouds obtained by the SfM were compared to the TLS point clouds (used as reference). From the point cl… Show more

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Cited by 36 publications
(30 citation statements)
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“…In the present investigation, the circumstance that this margin of error was known and relatively low assured the reliability of the direct measurement and, as consequence, the correct evaluation of the soil loss measurement errors by TS, UAV, and UAV + TS. The low measurement errors (ranging from −6% to 6% for P 3 and from −8% to 13% for P 2 ) were close to those (ranging from −6.4% to 16.8%) obtained by Di Stefano, Ferro, Palmeri, Pampalone, and Agnello () and higher than that (−2%) obtained by Vinci et al (). Di Stefano, Ferro, Palmeri, Pampalone, and Agnello () measured artificial rills using a single terrestrial survey for applying SfM photogrammetry, whereas Vinci et al () measured interrill soil loss by difference of DEMs (DoDs) resulting from two terrestrial surveys conducted before and after a low‐intensity erosive event.…”
Section: Discussionsupporting
confidence: 86%
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“…In the present investigation, the circumstance that this margin of error was known and relatively low assured the reliability of the direct measurement and, as consequence, the correct evaluation of the soil loss measurement errors by TS, UAV, and UAV + TS. The low measurement errors (ranging from −6% to 6% for P 3 and from −8% to 13% for P 2 ) were close to those (ranging from −6.4% to 16.8%) obtained by Di Stefano, Ferro, Palmeri, Pampalone, and Agnello () and higher than that (−2%) obtained by Vinci et al (). Di Stefano, Ferro, Palmeri, Pampalone, and Agnello () measured artificial rills using a single terrestrial survey for applying SfM photogrammetry, whereas Vinci et al () measured interrill soil loss by difference of DEMs (DoDs) resulting from two terrestrial surveys conducted before and after a low‐intensity erosive event.…”
Section: Discussionsupporting
confidence: 86%
“…For evaluating the accuracy of the photogrammetric project, RMSE on independent check points (CPs) has to be calculated. This RMSE value is also useful for establishing the minimum level of detection when geomorphic change is determined by difference of models (3D point clouds, DEMs; Prosdocimi, Calligaro, Sofia, Dalla Fontana, & Tarolli, 2015;Balaguer-Puig, Marqués-Mateu, Lerma, & Ibáñez-Asensio, 2017;Hänsel, Schindewolf, Eltner, Kaiser, & Schmidt, 2016;Vinci, Todisco, Brigante, Mannocchi, & Radicioni, 2017).…”
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confidence: 99%
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“…Guo et al () report very similar results from photogrammetric observations and runoff and sediment collections, although they use bar scales instead of GCPs to define the CRS; they do not assess DEM errors and do not apply any technique for discriminating actual changes in DoDs either. Vinci et al () also conclude that SfM estimates the measured soil loss correctly, but they apply a soil‐dependent procedure to estimate runoff and soil loss that needs a previous calibration phase and shows great differences between SfM and terrestrial laser scanning soil loss estimations.…”
Section: Discussionmentioning
confidence: 99%