M. Antuono, L. Soldini, and M. Brocchini, On the role of the chezy frictional term near the shoreline, Theoretical and Computational Fluid Dynamics, vol.26, pp.105-116, 2012.

A. L. Atkinson, H. E. Power, T. Moura, T. Hammond, D. P. Callaghan et al., Assessment of runup predictions by empirical models on non-truncated beaches on the south-east australian coast, Coastal Engineering, vol.119, pp.15-31, 2017.

M. A. Benson and T. Dalrymple, General field and office procedures for indirect discharge measurements, US Govt. Print. Off, 1967.

W. A. Birkemeier, Field data on seaward limit of profile change, Journal of Waterway, Port, Coastal, and Ocean Engineering, vol.111, pp.598-602, 1985.

C. Blenkinsopp, A. Matias, D. Howe, B. Castelle, V. Marieu et al., Wave runup and overwash on a prototype-scale sand barrier, Coastal Engineering, vol.560, pp.88-103, 2016.

N. Booij, L. H. Holthuijsen, and R. C. Ris, The" SWAN" wave model for shallow water, Coastal Engineering Proceedings, vol.1, 1996.

C. Bouvier, Y. Balouin, and B. Castelle, Video monitoring of sandbarshoreline response to an offshore submerged structure at a microtidal beach, Geomorphology, vol.295, pp.297-305, 2017.
URL : https://hal.archives-ouvertes.fr/hal-01579764

M. Brocchini and T. E. Baldock, Recent advances in modeling swash zone dynamics: Influence of surf-swash interaction on nearshore hydrodynam-570 ics and morphodynamics, Reviews of Geophysics, vol.46, 2008.

M. Bruno, M. Molfetta, and A. Petrillo, The influence of interannual variability of mean sea level in the adriatic sea on extreme values, Journal of Coastal Research, pp.241-246, 2014.

P. Bruun, Coast erosion and the development of beach profiles, US Beach Erosion Board, vol.44, 1954.

D. Celli, D. Pasquali, P. De-girolamo, and M. Di-risio, Effects of submerged berms on the stability of conventional rubble mound breakwaters, Coastal Engineering, vol.136, pp.16-25, 2018.

M. Conde-frias, L. Otero, J. C. Restrepo, J. C. Ortiz, J. Ruiz et al., Swash oscillations in a microtidal dissipative beach, Journal of Coastal Research, vol.33, pp.1408-1422, 2017.

S. De-roo, T. Suzuki, G. Kolokythos, G. Zhao, and T. Verwaest, Numerical modelling of 2D wave transformation processes from nearshore to a shallow 585 foreshore: comparison between the Mike21, swash and XBeach models, 36th IAHR World Congress, pp.1-6, 2015.

S. L. Douglass, Estimating extreme values of run-up on beaches, Journal of Waterway, Port, Coastal, and Ocean Engineering, vol.118, pp.220-224, 1992.

B. Elfrink and T. Baldock, Hydrodynamics and sediment transport in the 590 swash zone: a review and perspectives, Coastal Engineering, vol.45, pp.149-167, 2002.

M. A. Fonstad, J. T. Dietrich, B. C. Courville, J. L. Jensen, and P. E. Carbonneau, Topographic structure from motion: a new development in photogrammetric measurement, Earth Surface Processes and Landforms, vol.38, pp.421-430, 2013.

J. A. Gonçalves and R. Henriques, UAV photogrammetry for topographic 595 monitoring of coastal areas, ISPRS Journal of Photogrammetry and Remote Sensing, vol.104, pp.101-111, 2015.

P. V. Guimarães, L. Farina, E. Toldo, G. Diaz-hernandez, and E. Akhmatskaya, Numerical simulation of extreme wave runup during storm events in Tramandaí Beach, Brazil. Coastal Engineering, vol.95, pp.171-600, 2015.

S. Harwin and A. Lucieer, Assessing the accuracy of georeferenced point clouds produced via multi-view stereopsis from unmanned aerial vehicle (UAV) imagery, vol.4, pp.1573-1599, 2012.

S. M. Henderson, R. Guza, S. Elgar, T. Herbers, and A. Bowen, Nonlin-605 ear generation and loss of infragravity wave energy, Journal of Geophysical Research: Oceans, vol.111, 2006.

T. H. Herbers, S. Elgar, and R. T. Guza,

, hz) motions on the shelf. part i: Forced waves, Journal of Physical Oceanography, vol.24, pp.917-927, 1994.

R. A. Holman, Extreme value statistics for wave run-up on a natural beach, Coastal Engineering, vol.9, pp.527-544, 1986.

R. A. Holman and J. Stanley, The history and technical capabilities of Argus, Coastal Engineering, vol.54, pp.477-491, 2007.

I. A. Hunt, Design of sea-walls and breakwaters, Transactions of the American Society of Civil Engineers, vol.126, pp.542-570, 1959.

J. Lee, J. Park, and J. Choi, Evaluation of sub-aerial topographic surveying techniques using total station and RTK-GPS for applications in macrotidal sand beach environment, Journal of Coastal Research, 2013.

N. Long, B. Millescamps, B. Guillot, F. Pouget, and X. Bertin, Monitoring the Topography of a Dynamic Tidal Inlet Using UAV Imagery, p.387, 2016.
URL : https://hal.archives-ouvertes.fr/halshs-01340509

F. Mancini, M. Dubbini, M. Gattelli, F. Stecchi, S. Fabbri et al., Using Unmanned Aerial Vehicles (UAV) for high-resolution re-625 construction of topography: The structure from motion approach on coastal environments, Remote Sensing, vol.5, pp.6880-6898, 2013.

H. Mase, Random wave runup height on gentle slope, Port, Coastal, and Ocean Engineering, vol.115, pp.649-661, 1989.

A. A. Mather, D. Stretch, and G. Garland, WAVE RUN UP ON NATURAL 630 BEACHES, Coastal Engineering Proceedings, vol.1, p.45, 2011.

R. H. Mayer and D. L. Kriebel, Wave runup on composite-slope and concave beaches, Coastal Engineering Proceedings, vol.1, 1994.

L. Mentaschi, G. Besio, F. Cassola, and A. Mazzino, Performance evaluation of Wavewatch III in the Mediterranean Sea, Ocean Modelling, vol.90, pp.82-94, 2015.

P. Nielsen and D. J. Hanslow, Wave runup distributions on natural beaches, Journal of Coastal Research, pp.1139-1152, 1991.

N. Otsu, A threshold selection method from Gray-level, IEEE Transactions on Systems, Man, and Cybernetics SMC-9, pp.62-66, 1979.

A. H. Reis and C. Gama, Sand size versus beachface slope -An explanation 640 based on the Constructal Law, Geomorphology, vol.114, pp.276-283, 2010.

P. Ruggiero, P. D. Komar, W. G. Mcdougal, J. J. Marra, and R. A. Beach, Wave runup, extreme water levels and the erosion of properties backing beaches, Journal of Coastal Research, pp.407-419, 2001.

S. A. Salmon, K. R. Bryan, and G. Coco, The use of video systems to measure 645 run-up on beaches, Journal of Coastal Research, vol.50, pp.211-215, 2007.

A. Sancho, J. Guillén, G. Simarro, R. Medina, and V. Cánovas, Beach inundation prediction during storms using different wave heights as inputs, Coastal Engineering Proceedings, vol.1, p.32, 2012.

A. Saponieri and L. Damiani, Numerical analysis of infiltration in a drained 650 beach, International Journal of Sustainable Development and Planning, vol.10, pp.467-486, 2015.

P. Smit, T. Janssen, L. Holthuijsen, and J. Smith, Non-hydrostatic modeling of surf zone wave dynamics, Coastal Engineering, vol.83, pp.36-48, 2014.

L. Soldini, M. Antuono, and M. Brocchini, Numerical modeling of the 655 influence of the beach profile on wave run-up, Journal of Waterway, Port, Coastal, and Ocean Engineering, vol.139, pp.61-71, 2012.

H. F. Stockdon, R. A. Holman, P. A. Howd, and A. H. Sallenger, Empirical parameterization of setup, swash, and runup, Coastal Engineering, vol.53, pp.573-588, 2006.

H. F. Stockdon, D. M. Thompson, N. G. Plant, and J. W. Long, Evaluation of wave runup predictions from numerical and parametric models, Coastal Engineering, vol.92, pp.1-11, 2014.

T. Suzuki, T. Verwaest, W. Hassan, W. Veale, J. Reyns et al., The applicability of swash model for wave transforma-665 tion and wave overtopping: a case study for the flemish coast, Proc. 5th, 2011.

. Int and . Conf, Advanced Computational Methods Engineering, pp.14-17, 2011.

I. A. Svendsen, Introduction to nearshore hydrodynamics, World Scientific, vol.24, 2006.

P. Thévenaz, D. Sage, and M. Unser, Bi-exponential edge-preserving smoother, IEEE Transactions on Image Processing, vol.21, pp.3924-3936, 2012.

T. Saville and J. , Wave run-up on composite slopes, Coastal Engineering Proceedings, vol.1, p.41, 1957.

T. Q. Tuan and H. Oumeraci, A numerical model of wave overtopping on 675 seadikes, Coastal Engineering, vol.57, pp.757-772, 2010.

I. L. Turner, M. D. Harley, and C. D. Drummond, Uavs for coastal surveying, Coastal Engineering, vol.114, pp.19-24, 2016.

N. Valentini, L. Damiani, M. G. Molfetta, and A. Saponieri, New coastal video-monitoring system achievement and development, Coastal Engineering 680 Proceedings 1, p.11, 2017.

N. Valentini, A. Saponieri, and L. Damiani, A new video monitoring system in support of coastal zone management at apulia region, italy, Ocean & Coastal Management, vol.142, pp.122-135, 2017.

N. Valentini, A. Saponieri, M. G. Molfetta, and L. Damiani, New algo-685 rithms for shoreline monitoring from coastal video systems, Earth Science Informatics, vol.10, pp.495-506, 2017.

M. Vousdoukas, T. Kirupakaramoorthy, H. Oumeraci, M. De-la-torre, F. Wübbold et al., The role of combined laser scanning and video techniques in monitoring wave-by-wave swash zone pro-690 cesses, Coastal Engineering, vol.83, pp.150-165, 2014.

M. I. Vousdoukas, A. F. Velegrakis, K. Dimou, V. Zervakis, and D. C. Conley, Wave run-up observations in microtidal, sediment-starved pocket beaches of the Eastern Mediterranean, Journal of Marine Systems, vol.78, pp.37-47, 2009.

M. I. Vousdoukas, D. Wziatek, and L. P. Almeida, Coastal vulnerability as-695 sessment based on video wave run-up observations at a mesotidal, steep-sloped beach, Ocean Dynamics, vol.62, pp.123-137, 2012.

M. Westoby, J. Brasington, N. Glasser, M. Hambrey, and J. Reynolds, Structure-from-motion photogrammetry: A low-cost, effective tool for geoscience applications, Geomorphology, vol.179, pp.300-314, 2012.

M. Zijlema and G. Stelling, Efficient computation of surf zone waves using the nonlinear shallow water equations with non-hydrostatic pressure, Coastal Engineering, vol.55, pp.780-790, 2008.

M. Zijlema, G. Stelling, and P. Smit, SWASH: An operational public domain code for simulating wave fields and rapidly varied flows in coastal waters, 2011.

, Coastal Engineering, vol.58, pp.992-1012