“…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).…”