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...
Published in: | Water |
---|---|
Main Authors: | , , , , , |
Format: | Text |
Language: | English |
Published: |
Multidisciplinary Digital Publishing Institute
2018
|
Subjects: | |
Online Access: | https://doi.org/10.3390/w10040373 |
id |
ftmdpi:oai:mdpi.com:/2073-4441/10/4/373/ |
---|---|
record_format |
openpolar |
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 |
_version_ |
1774720613146951680 |