The role of combined laser scanning and video techniques in monitoring wave-by-wave swash zone processes |
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Affiliation: | 1. Forschungszentrum Küste, Leibniz Universität Hannover, Merkurstraße 11, 30419 Hannover, Germany;2. Leichtweiß-Institute for Hydraulic Engineering, Technical University of Braunschweig, Beethovenstraße 51A, 38106 Braunschweig, Germany;3. Real Time Systems Group, Institute of Systems Engineering, Leibniz Universität Hannover, Appelstraße 9A, 30167 Hannover, Germany;4. Institute for Environment and Sustainability, Joint Research Centre, European Commission, Ispra, Italy;1. Water, Environment and Infrastructure Resilience research unit, Department of Architecture and Civil Engineering, University of Bath, Bath BA2 7AY, UK;2. CIMA-Universidade do Algarve, 8000 Faro, Portugal;3. Water Research Laboratory, School of Civil and Environmental Engineering, University of New South Wales, Sydney, NSW 2052, Australia;4. CNRS, UMR EPOC 5805, Talence F-33405, France;5. Université de Bordeaux, UMR EPOC 5805, Talence F-33405, France |
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Abstract: | Simulating swash zone morphodynamics remains one of the major weaknesses of beach evolution models. One of the reasons is the limited availability of data on morphological changes at the temporal scales of individual swash events. This paper sets out to present a new hybrid system, consisting of 2D/3D laser scanners and several video cameras, which was designed to monitor swash zone topographic change on a wave-by-wave basis. A methodology is proposed consisting of sensor calibration and several data processing steps, allowing a fusion of different sensors. Such an approach can improve the performance of several field/laboratory, optical technique applications for nearshore hydro- and morpho-dynamic measurements. Digital Elevation Models from a 3D scanner were used in the extrinsic camera calibration procedure and reduced the geo-rectification errors from 0.035 m < RMSE < 0.071 m to 0.008 m < RMSE < 0.013 m. The 2D scanner provided instantaneous measurements of the water and dry beach surface elevation along a 10 m cross-shore section, and comparison with ultrasonic sensor measurements resulted in RMS errors within the 1.7 cm < RMSE < 3.2 cm range. The combination of 2D scanner and video data (i) reduced geo-rectification errors by more than one order of magnitude; and (ii) made 2D laser point cloud processing easier and more robust. The hybrid monitoring system recorded the morphological change of a replenished beach-face on a wave-by-wave basis, during large-scale, physical modeling experiments and the observations showed that individual swash events could result in elevation changes up to dz = ± 10 cm. The sediment transport direction and intensity of the monitored swash events was relatively balanced and sediment transport rates ranged between − 3.5 kg m− 1 s− 1 > Qt > 3.5 kg m− 1 s− 1. Extreme transport swash events became rarer as the morphology was reaching equilibrium. |
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