EP039-0007
Optimising Ground Control for River Restoration Monitoring Using an RTK-GNSS UAV and SfM Photogrammetry.

Friday, 11 December 2020
Poster
Eilidh Stott1, Richard Williams1 and Trevor Hoey2, (1)University of Glasgow, School of Geographical and Earth Sciences, Glasgow, G12, United Kingdom, (2)Brunel University London, Department of Civil and Environmental Engineering, London, United Kingdom
Abstract:
UAVs have revolutionised the availability of high resolution repeat topographic data due to their relatively low-cost and ease of deployment. Consumer-grade Real Time Kinematic Global Navigation Satellite System (RTK-GNSS) equipped UAVs may reduce or eliminate Ground Control Points (GCPs) from SfM photogrammetry surveys, thus removing time-consuming and often hazardous target deployment/collection. However, removal of ground control can substantially reduce the georeferencing accuracy of SfM photogrammetry outputs. Here, we compare GCP configurations using surveys of a 2 x 0.5 km reach of the River Feshie, Scotland with a DJI Phantom 4 RTK UAV.

Checkpoint errors were calculated for seven GCP configuration scenarios. Using no GCPs, 3300 independent GNSS surveyed checkpoints have mean z-axis error -0.010m (RMSE = 0.066 m). Using 5 GCPs gave 0.016 m (RMSE = 0.072 m). Summary error statistics may mask vertical systematic errors, such as doming, in SfM derived Digital Surface Models. Our results from a spatially distributed checkpoint survey do not show such systematic errors, but measuring errors on a spatially distributed set of independent checkpoints is recommended. Restoration projects often use pre-existing imagery over which there is no flight plan control; for new image acquisition campaigns, optimising flight plan design can mitigate commonly experienced systematic errors.

The Feshie has local channel-bar relief of c.1 m and median grain size c.60 mm. Our results imply that an RTK-GNSS UAV can produce acceptable errors with no ground control, alongside spatially distributed independent checkpoints. RTK-GNSS UAVs are versatile for rapid kilometre-scale topographic survey in a range of environments, allowing frequent re-surveys to effectively monitor river and floodplain restoration. We demonstrate this for 1.5 km river corridor of the River Nith, Scotland with surveys of a two-stage channel restoration on completion in mid-2019 and in summer 2020.