Article:James, MR, Robson, S and Smith, MW orcid.org/0000-0003-4361-9527 (2017) 3-D uncertainty-based topographic change detection with structure-from-motion photogrammetry: precision maps for ground control and directly georeferenced surveys. Earth Surface Processes and Landforms, 42 (12). pp. 1769 -1788 https://doi.org/10.1002/esp.4125 © 2017, Wiley. This is the peer reviewed version of the following article: "James, M. R., Robson, S., and Smith, M. W. (2017) 3-D uncertainty-based topographic change detection with structure-from-motion photogrammetry: precision maps for ground control and directly georeferenced surveys. Earth Surf. Process. Landforms" which has been published in final form at http://doi.org/10.1002/esp.4125. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.eprints@whiterose.ac.uk https://eprints.whiterose.ac.uk/ Reuse Unless indicated otherwise, fulltext items are protected by copyright with all rights reserved. The copyright exception in section 29 of the Copyright, Designs and Patents Act 1988 allows the making of a single copy solely for the purpose of non-commercial research or private study within the limits of fair dealing. The publisher or other rights-holder may allow further reproduction and re-use of this version -refer to the White Rose Research Online record for this item. Where records identify the publisher as the copyright holder, users can verify any specific terms of use on the publisher's website.
TakedownIf you consider content in White Rose Research Online to be in breach of UK law, please notify us by emailing eprints@whiterose.ac.uk including the URL of the record and the reason for the withdrawal request. , et al., 2013), which is particularly valuable for complex 24 topography. We introduce this method by: (1) using simulated UAV surveys, 25 2 processed in photogrammetric software, to illustrate the spatial variability of precision 26 and the relative influences of photogrammetric (e.g. image network geometry, tie 27 point quality) and georeferencing (e.g. control measurement) considerations; (2) we 28 then present a new Monte Carlo procedure for deriving this information using 29 standard SfM software and integrate it into confidence-bounded change detection; 30 before (3) demonstrating geomorphological application in which we use benchmark 31 TLS data for validation and then estimate sediment budgets through differencing 32 annual SfM surveys of an eroding badland. We show how 3-D precision maps 33 enable more probable erosion patterns to be identified than existing analyses, and 34 how a similar overall survey precision could have been achieved with direct survey 35 georeferencing for camera position data with precision half as good as the GCPs'. 36Where precision is limited by weak georeferencing (e.g. camera positions with multi-37 metre precision, such as from a consumer UAV), then overall survey precision can 38 scale as n -½ of the control precision (n = number of images). Our method also 39 D...