Wave overtopping at vertical structures: Comparison of different formulas
File version
Version of Record (VoR)
Author(s)
Etemad-Shahidi, A
Hosseinzadeh, S
Griffith University Author(s)
Primary Supervisor
Other Supervisors
Editor(s)
Date
Size
File type(s)
Location
Virtual
Abstract
Wave overtopping is considered an important aspect when designing waterfront or sea-defense structures, making it a part of any design to predict the overtopping rate. Because overtopping is quite a complex phenomenon, most of the previous studies were focused on deriving empirical formulas using data collected from laboratory tests. This paper, in particular, deals with the estimation of overtopping at vertical structures and considers four of the existing methods to compare their performance using the European Overtopping Manual (i.e. EurOtop) database.
Journal Title
Conference Title
Proceedings of virtual Conference on Coastal Engineering 2020
Book Title
Edition
Volume
36
Issue
2020
Thesis Type
Degree Program
School
Publisher link
Patent number
Funder(s)
Grant identifier(s)
Rights Statement
Rights Statement
© The Author(s) 2020. This is an Open Access article distributed under the terms of the Creative Commons Attribution 4.0 International (http://creativecommons.org/licenses/by/4.0/) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Item Access Status
Note
Access the data
Related item(s)
Subject
Persistent link to this record
Citation
Shaeri, S; Etemad-Shahidi, A; Hosseinzadeh, S, Wave overtopping at vertical structures: Comparison of different formulas, Proceedings of the Coastal Engineering Conference, 2020, 36 (2020)