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Available online at www.sciencedirect.com
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Procedia Engineering 70 ( 2014 ) 1046 – 1054
12th International Conference on Computing and Control for the Water Industry, CCWI2013
Random wave run-up with a physically-based Lagrangian shoreline
model
b
a
a,
b
C. Lo Re *, R.E. Musumeci , E. Foti , G.B. Ferreri
a
Dept. of Civil Environmental Aerospace materials Engineering, University of Palermo, Palermo, IT-90128, Italy
b Dept. of Civil and Environmental Engineering, University of Catania, Catania IT,Italy
Abstract
In the present paper the run-up of random waves was calculated by means of a numerical method. In situ measurements based
on a video imaging technique have been used for the validation of the present numerical model. The on-site run-up
measurements have been carried out at Lido Signorino beach, near Marsala, Italy,along a transect, normal to the shore. A video
camera and a linear array of rods have been used to obtain field data. Numerical simulations with a 1DH Boussinesq-type of
model for breaking waves which takes into account the wave run-up by means of a Lagrangian shoreline model have been
carried out. In such simulations random waves of given spectrum have been propagated in a numerical flume having the same
beach slope of the measured transect. The comparison between registered and estimated run-up underlined an acceptable
agreement. Indeed, the numerical model tends to underestimate the actual R 2% , with the maximum underestimate being less than
24%, which is a reasonable error in many cases of engineering interest.
© 2013 The Authors. Published by Elsevier Ltd.
© 2013 The Authors. Published by Elsevier Ltd. Open access under CC BY-NC-ND license.
Selection and peer-review under responsibility of the CCWI2013 Committee.
Selection and peer-review under responsibility of the CCWI2013 Committee
Keywords: irregular wave run-up; Boussinesq numerical model; shoreline.
1. Introduction
In the field of coastal engineering, the investigation of the swash zone process has become recently a very hot
topic, due to its relevance in the context of coastal flooding and erosion phenomena.
* Corresponding author. Tel.: +39-091-238-965-24; fax: +39-091-665- 77-49.
E-mail address: carlo.lore@unipa.it
1877-7058 © 2013 The Authors. Published by Elsevier Ltd. Open access under CC BY-NC-ND license.
Selection and peer-review under responsibility of the CCWI2013 Committee
doi: 10.1016/j.proeng.2014.02.116