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Performance of intertidal topography video monitoring of a meso-tidal reflective beach in South Portugal

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dc.contributor.author Vousdoukas, M. I. pt_BR
dc.contributor.author Ferreira, P. M. pt_BR
dc.contributor.author Almeida, L. P. pt_BR
dc.contributor.author Dodet, G. pt_BR
dc.contributor.author Psaros, F. pt_BR
dc.contributor.author Andriolo, U. pt_BR
dc.contributor.author Taborda, R. pt_BR
dc.contributor.author Silva, A. N. pt_BR
dc.date.accessioned 2012-11-07T10:26:06Z pt_BR
dc.date.accessioned 2014-10-20T09:52:47Z pt_BR
dc.date.accessioned 2016-05-23T14:13:58Z
dc.date.available 2012-11-07T10:26:06Z pt_BR
dc.date.available 2014-10-20T09:52:47Z pt_BR
dc.date.available 2016-05-23T14:13:58Z
dc.date.issued 2011-06 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1004007
dc.description.abstract This study discusses site-specific system optimization efforts related to the capability of a coastal video station to monitor intertidal topography. The system consists of two video cameras connected to a PC, and is operating at the meso-tidal, reflective Faro Beach (Algarve coast, S. Portugal). Measurements from the period February 4, 2009 to May 30, 2010 are discussed in this study. Shoreline detection was based on the processing of variance images, considering pixel intensity thresholds for feature extraction, provided by a specially trained artificial neural network (ANN). The obtained shoreline data return rate was 83%, with an average horizontal cross-shore root mean square error (RMSE) of 1.06 m. Several empirical parameterizations and ANN models were tested to estimate the elevations of shoreline contours, using wave and tidal data. Using a manually validated shoreline set, the lowest RMSE (0.18 m) for the vertical elevation was obtained using an ANN while empirical parameterizations based on the tidal elevation and wave run-up height resulted in an RMSE of 0.26 m. These errors were reduced to 0.22 m after applying 3-D data filtering and interpolation of the topographic information generated for each tidal cycle. Average beach-face slope tan(β) RMSE were around 0.02. Tests for a 5-month period of fully automated operation applying the ANN model resulted in an optimal, average, vertical elevation RMSE of 0.22 m, obtained using a one tidal cycle time window and a time-varying beach-face slope. The findings indicate that the use of an ANN in such systems has considerable potential, especially for sites where long-term field data allow efficient training. pt_BR
dc.publisher Ocean Dynamics pt_BR
dc.rights restrictedAccess pt_BR
dc.subject Video monitoring pt_BR
dc.subject Coastal morphodynamics pt_BR
dc.subject Artificial neural networks pt_BR
dc.subject Coastal erosion pt_BR
dc.subject Nearshore pt_BR
dc.subject Remote sensing pt_BR
dc.title Performance of intertidal topography video monitoring of a meso-tidal reflective beach in South Portugal pt_BR
dc.type workingPaper pt_BR
dc.description.pages 1521-1540pp pt_BR
dc.description.sector DHA/NEC pt_BR


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