Extreme Wave Analysis by Integrating Model and Wave Buoy Data

Estimating the extreme values of significant wave height (HS), generally described by the HS return period TR function HS(TR) and by its confidence intervals, is a necessity in many branches of coastal science and engineering. The availability of indirect wave data generated by global and regional w...

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Published in:Water
Main Authors: Fabio Dentale, Pierluigi Furcolo, Eugenio Pugliese Carratelli, Ferdinando Reale, Pasquale Contestabile, Giuseppe Tomasicchio
Format: Text
Language:English
Published: Multidisciplinary Digital Publishing Institute 2018
Subjects:
Online Access:https://doi.org/10.3390/w10040373
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spelling ftmdpi:oai:mdpi.com:/2073-4441/10/4/373/ 2023-08-20T04:08:23+02:00 Extreme Wave Analysis by Integrating Model and Wave Buoy Data Fabio Dentale Pierluigi Furcolo Eugenio Pugliese Carratelli Ferdinando Reale Pasquale Contestabile Giuseppe Tomasicchio agris 2018-03-24 application/pdf https://doi.org/10.3390/w10040373 EN eng Multidisciplinary Digital Publishing Institute Oceans and Coastal Zones https://dx.doi.org/10.3390/w10040373 https://creativecommons.org/licenses/by/4.0/ Water; Volume 10; Issue 4; Pages: 373 wave extreme events Mediterranean Sea North Atlantic Spanish coasts Gulf of Mexico wave modeling small scale storm variations Text 2018 ftmdpi https://doi.org/10.3390/w10040373 2023-07-31T21:26:44Z Estimating the extreme values of significant wave height (HS), generally described by the HS return period TR function HS(TR) and by its confidence intervals, is a necessity in many branches of coastal science and engineering. The availability of indirect wave data generated by global and regional wind and wave model chains have brought radical changes to the estimation procedures of such probability distribution—weather and wave modeling systems are routinely run all over the world, and HS time series for each grid point are produced and published after assimilation (analysis) of the ground truth. However, while the sources of such indirect data are numerous, and generally of good quality, many aspects of their procedures are hidden to the users, who cannot evaluate the reliability and the limits of the HS(TR) deriving from such data. In order to provide a simple engineering tool to evaluate the probability of extreme sea-states as well as the quality of such estimates, we propose here a procedure based on integrating HS time series generated by model chains with those recorded by wave buoys in the same area. Text North Atlantic MDPI Open Access Publishing Water 10 4 373
institution Open Polar
collection MDPI Open Access Publishing
op_collection_id ftmdpi
language English
topic wave extreme events
Mediterranean Sea
North Atlantic Spanish coasts
Gulf of Mexico
wave modeling
small scale storm variations
spellingShingle wave extreme events
Mediterranean Sea
North Atlantic Spanish coasts
Gulf of Mexico
wave modeling
small scale storm variations
Fabio Dentale
Pierluigi Furcolo
Eugenio Pugliese Carratelli
Ferdinando Reale
Pasquale Contestabile
Giuseppe Tomasicchio
Extreme Wave Analysis by Integrating Model and Wave Buoy Data
topic_facet wave extreme events
Mediterranean Sea
North Atlantic Spanish coasts
Gulf of Mexico
wave modeling
small scale storm variations
description Estimating the extreme values of significant wave height (HS), generally described by the HS return period TR function HS(TR) and by its confidence intervals, is a necessity in many branches of coastal science and engineering. The availability of indirect wave data generated by global and regional wind and wave model chains have brought radical changes to the estimation procedures of such probability distribution—weather and wave modeling systems are routinely run all over the world, and HS time series for each grid point are produced and published after assimilation (analysis) of the ground truth. However, while the sources of such indirect data are numerous, and generally of good quality, many aspects of their procedures are hidden to the users, who cannot evaluate the reliability and the limits of the HS(TR) deriving from such data. In order to provide a simple engineering tool to evaluate the probability of extreme sea-states as well as the quality of such estimates, we propose here a procedure based on integrating HS time series generated by model chains with those recorded by wave buoys in the same area.
format Text
author Fabio Dentale
Pierluigi Furcolo
Eugenio Pugliese Carratelli
Ferdinando Reale
Pasquale Contestabile
Giuseppe Tomasicchio
author_facet Fabio Dentale
Pierluigi Furcolo
Eugenio Pugliese Carratelli
Ferdinando Reale
Pasquale Contestabile
Giuseppe Tomasicchio
author_sort Fabio Dentale
title Extreme Wave Analysis by Integrating Model and Wave Buoy Data
title_short Extreme Wave Analysis by Integrating Model and Wave Buoy Data
title_full Extreme Wave Analysis by Integrating Model and Wave Buoy Data
title_fullStr Extreme Wave Analysis by Integrating Model and Wave Buoy Data
title_full_unstemmed Extreme Wave Analysis by Integrating Model and Wave Buoy Data
title_sort extreme wave analysis by integrating model and wave buoy data
publisher Multidisciplinary Digital Publishing Institute
publishDate 2018
url https://doi.org/10.3390/w10040373
op_coverage agris
genre North Atlantic
genre_facet North Atlantic
op_source Water; Volume 10; Issue 4; Pages: 373
op_relation Oceans and Coastal Zones
https://dx.doi.org/10.3390/w10040373
op_rights https://creativecommons.org/licenses/by/4.0/
op_doi https://doi.org/10.3390/w10040373
container_title Water
container_volume 10
container_issue 4
container_start_page 373
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