Overtopping of Rubble Mound Breakwaters with Front Reservoir

Hans F. Burcharth; Thomas Lykke Andersen

Overtopping of Rubble Mound Breakwaters with Front Reservoir

Hans F. Burcharth, Thomas Lykke Andersen

Division of Civil and Environmental Engineering

Research output: Contribution to book/anthology/report/conference proceeding › Conference abstract in proceeding › Research

Abstract

The admissible overtopping discharge is a key parameter in fundamental design of breakwaters. Quite often there is a wish to limit the crest level of the structure, mainly for aesthetic reasons as a high structure might block the sea view from restaurants, promenades etc.

Original language	English
Title of host publication	30th International Conference On Coastal Engineering : Book of Abstracts : Book of Abstracts Prepared and Published On Behalf of the Coastal Engineering Foundation By the ICCE 2006 Local Organizing Committee
Editors	Ronald M. Noble
Number of pages	1
Publisher	ICCE
Publication date	2006
Publication status	Published - 2006
Event	The International Conference On Coastal Engineering - San Diego, California, United States Duration: 2 Sept 2006 → 8 Sept 2006 Conference number: 30

Conference

Conference	The International Conference On Coastal Engineering
Number	30
Country/Territory	United States
City	San Diego, California
Period	02/09/2006 → 08/09/2006

Bibliographical note

Paper No. 307

Keywords

Breakwaters
Overtopping Discharge
Tandem Structures
Overtopping

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@inbook{3e56eda09c2c11db8ed6000ea68e967b,

title = "Overtopping of Rubble Mound Breakwaters with Front Reservoir",

abstract = "The admissible overtopping discharge is a key parameter in fundamental design of breakwaters. Quite often there is a wish to limit the crest level of the structure, mainly for aesthetic reasons as a high structure might block the sea view from restaurants, promenades etc.",

keywords = "Breakwaters, Overtopping Discharge, Tandem Structures, Overtopping, Breakwaters, Overtopping Discharge, Tandem Structures, Overtopping",

author = "Burcharth, {Hans F.} and Andersen, {Thomas Lykke}",

note = "Paper No. 307; The International Conference On Coastal Engineering ; Conference date: 02-09-2006 Through 08-09-2006",

year = "2006",

language = "English",

editor = "Noble, {Ronald M.}",

booktitle = "30th International Conference On Coastal Engineering",

publisher = "ICCE",

}

Burcharth, HF & Andersen, TL 2006, Overtopping of Rubble Mound Breakwaters with Front Reservoir. in RM Noble (ed.), 30th International Conference On Coastal Engineering: Book of Abstracts : Book of Abstracts Prepared and Published On Behalf of the Coastal Engineering Foundation By the ICCE 2006 Local Organizing Committee. ICCE, The International Conference On Coastal Engineering, San Diego, California, United States, 02/09/2006.

Overtopping of Rubble Mound Breakwaters with Front Reservoir. / Burcharth, Hans F.; Andersen, Thomas Lykke.
30th International Conference On Coastal Engineering: Book of Abstracts : Book of Abstracts Prepared and Published On Behalf of the Coastal Engineering Foundation By the ICCE 2006 Local Organizing Committee. ed. / Ronald M. Noble. ICCE, 2006.

Research output: Contribution to book/anthology/report/conference proceeding › Conference abstract in proceeding › Research

TY - ABST

T1 - Overtopping of Rubble Mound Breakwaters with Front Reservoir

AU - Burcharth, Hans F.

AU - Andersen, Thomas Lykke

N1 - Conference code: 30

PY - 2006

Y1 - 2006

N2 - The admissible overtopping discharge is a key parameter in fundamental design of breakwaters. Quite often there is a wish to limit the crest level of the structure, mainly for aesthetic reasons as a high structure might block the sea view from restaurants, promenades etc.

AB - The admissible overtopping discharge is a key parameter in fundamental design of breakwaters. Quite often there is a wish to limit the crest level of the structure, mainly for aesthetic reasons as a high structure might block the sea view from restaurants, promenades etc.

KW - Breakwaters

KW - Overtopping Discharge

KW - Tandem Structures

KW - Overtopping

KW - Breakwaters

KW - Overtopping Discharge

KW - Tandem Structures

KW - Overtopping

M3 - Conference abstract in proceeding

BT - 30th International Conference On Coastal Engineering

A2 - Noble, Ronald M.

PB - ICCE

T2 - The International Conference On Coastal Engineering

Y2 - 2 September 2006 through 8 September 2006

ER -

Overtopping of Rubble Mound Breakwaters with Front Reservoir

Abstract

Conference

Bibliographical note

Keywords

AUB Link

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