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Observing river stages using unmanned aerial vehicles

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Figure

Figure 1. Predictions of water surface areas derived by theHydroProg–FloodMap solution (Niedzielski et al., 2015) extractedfrom the real-time web map service experimentally implementedfor Kłodzko County: (a) low-flow situation, (b) high-flow situation.
Figure 3. Study sites on the Scinawka river in Gorzuchów. Numbers´in site codes increase in a downstream direction.
Table 1. Vertical flight parameters during the UAV missions on 27 November 2012, 13 May 2013, 21 August 2013, 27 September 2013 and2 June 2014.
Figure 4. Undercut river bank:water surfacestretches between (a) photograph, (b) three-dimensional (3-D) sketch, (c) 2-D cross section with edge P and its projection onto P ′ (water surface visible from the UAV) as well as true bank R (UAV-unobservable water surface, denoted in the figure as “e”, R and P ′).
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