Single Wave Overtopping Volumes and their Travel Distance for Rubble Mound Breakwaters:

Thomas Lykke Andersen; Hans F. Burcharth; F. X. Gironella

doi:10.1142/9789814282024_0109

Single Wave Overtopping Volumes and their Travel Distance for Rubble Mound Breakwaters:

Thomas Lykke Andersen, Hans F. Burcharth, F. X. Gironella

Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research › peer-review

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Abstract

In the present paper small and large scale overtopping data for rubble mound structures have been analysed with respect to single wave overtopping volumes and their travel distance. The analysis has led to formulae for estimation of maximum single wave overtopping volumes and their travel distance. The estimation of the maximum single wave overtopping volume is based on the total overtopping volume and the number of overtopping waves within a given time (e.g. 1000 waves). The spatial distribution of the overtopping water in the wave giving the largest overtopping volume was found to be very similar to the spatial distribution of the total overtopping volume in a sea state.

Original language	English
Title of host publication	Coastal Structures 2007 : Proceedings of the 5th International Conference : Venice, Italy, 2-4 July 2007
Editors	Loepoldo Franco, Giuseppe R. Tomasicchio, Alberto Lamberti
Publisher	World Scientific
Publication date	2009
Pages	1241-1252
ISBN (Print)	9789814280990 (set), 9814280992 (set), 9789814282017 (Volume 2), 9814282014 (Volume 2)
DOIs	https://doi.org/10.1142/9789814282024_0109
Publication status	Published - 2009
Event	Coastal Structures - Venice, Italy Duration: 2 Jul 2007 → 4 Jul 2007 Conference number: 5

Conference

Conference	Coastal Structures
Number	5
Country/Territory	Italy
City	Venice
Period	02/07/2007 → 04/07/2007

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PDF for print: 13 pp.

Keywords

Waves
Overtopping
Single Wave Overtoppings
Single Wave Overtopping Volumes
Breakwaters
Rubble Mound Breakwaters

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10.1142/9789814282024_0109

Single Wave Overtopping Volumes and their Travel Distance for Rubble Mound BreakwatersSubmitted manuscript, 3.11 MB

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Andersen, T. L., Burcharth, H. F., & Gironella, F. X. (2009). Single Wave Overtopping Volumes and their Travel Distance for Rubble Mound Breakwaters: . In L. Franco, G. R. Tomasicchio, & A. Lamberti (Eds.), Coastal Structures 2007: Proceedings of the 5th International Conference : Venice, Italy, 2-4 July 2007 (pp. 1241-1252). World Scientific. https://doi.org/10.1142/9789814282024_0109

@inproceedings{636f4830bad511dca96e000ea68e967b,
title = "Single Wave Overtopping Volumes and their Travel Distance for Rubble Mound Breakwaters: ",
abstract = "In the present paper small and large scale overtopping data for rubble mound structures have been analysed with respect to single wave overtopping volumes and their travel distance. The analysis has led to formulae for estimation of maximum single wave overtopping volumes and their travel distance. The estimation of the maximum single wave overtopping volume is based on the total overtopping volume and the number of overtopping waves within a given time (e.g. 1000 waves). The spatial distribution of the overtopping water in the wave giving the largest overtopping volume was found to be very similar to the spatial distribution of the total overtopping volume in a sea state.",
keywords = "Waves, Overtopping, Single Wave Overtoppings, Single Wave Overtopping Volumes, Breakwaters, Rubble Mound Breakwaters, Waves, Overtopping, Single Wave Overtoppings, Single Wave Overtopping Volumes, Breakwaters, Rubble Mound Breakwaters",
author = "Andersen, {Thomas Lykke} and Burcharth, {Hans F.} and Gironella, {F. X.}",
note = "PDF for print: 13 pp.; Coastal Structures ; Conference date: 02-07-2007 Through 04-07-2007",
year = "2009",
doi = "10.1142/9789814282024_0109",
language = "English",
isbn = "9789814280990 (set)",
pages = "1241--1252",
editor = "Loepoldo Franco and Tomasicchio, {Giuseppe R.} and Alberto Lamberti",
booktitle = "Coastal Structures 2007",
publisher = "World Scientific",
}

Andersen, TL , Burcharth, HF & Gironella, FX 2009, Single Wave Overtopping Volumes and their Travel Distance for Rubble Mound Breakwaters: in L Franco, GR Tomasicchio & A Lamberti (eds), Coastal Structures 2007: Proceedings of the 5th International Conference : Venice, Italy, 2-4 July 2007. World Scientific, pp. 1241-1252, Coastal Structures, Venice, Italy, 02/07/2007. https://doi.org/10.1142/9789814282024_0109

Single Wave Overtopping Volumes and their Travel Distance for Rubble Mound Breakwaters: . / Andersen, Thomas Lykke ; Burcharth, Hans F.; Gironella, F. X.
Coastal Structures 2007: Proceedings of the 5th International Conference : Venice, Italy, 2-4 July 2007. ed. / Loepoldo Franco; Giuseppe R. Tomasicchio; Alberto Lamberti. World Scientific, 2009. p. 1241-1252.
Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research › peer-review

TY - GEN
T1 - Single Wave Overtopping Volumes and their Travel Distance for Rubble Mound Breakwaters
T2 - Coastal Structures
AU - Andersen, Thomas Lykke
AU - Burcharth, Hans F.
AU - Gironella, F. X.
N1 - Conference code: 5
PY - 2009
Y1 - 2009
N2 - In the present paper small and large scale overtopping data for rubble mound structures have been analysed with respect to single wave overtopping volumes and their travel distance. The analysis has led to formulae for estimation of maximum single wave overtopping volumes and their travel distance. The estimation of the maximum single wave overtopping volume is based on the total overtopping volume and the number of overtopping waves within a given time (e.g. 1000 waves). The spatial distribution of the overtopping water in the wave giving the largest overtopping volume was found to be very similar to the spatial distribution of the total overtopping volume in a sea state.
AB - In the present paper small and large scale overtopping data for rubble mound structures have been analysed with respect to single wave overtopping volumes and their travel distance. The analysis has led to formulae for estimation of maximum single wave overtopping volumes and their travel distance. The estimation of the maximum single wave overtopping volume is based on the total overtopping volume and the number of overtopping waves within a given time (e.g. 1000 waves). The spatial distribution of the overtopping water in the wave giving the largest overtopping volume was found to be very similar to the spatial distribution of the total overtopping volume in a sea state.
KW - Waves
KW - Overtopping
KW - Single Wave Overtoppings
KW - Single Wave Overtopping Volumes
KW - Breakwaters
KW - Rubble Mound Breakwaters
KW - Waves
KW - Overtopping
KW - Single Wave Overtoppings
KW - Single Wave Overtopping Volumes
KW - Breakwaters
KW - Rubble Mound Breakwaters
U2 - 10.1142/9789814282024_0109
DO - 10.1142/9789814282024_0109
M3 - Article in proceeding
SN - 9789814280990 (set)
SN - 9814280992 (set)
SN - 9789814282017 (Volume 2)
SN - 9814282014 (Volume 2)
SP - 1241
EP - 1252
BT - Coastal Structures 2007
A2 - Franco, Loepoldo
A2 - Tomasicchio, Giuseppe R.
A2 - Lamberti, Alberto
PB - World Scientific
Y2 - 2 July 2007 through 4 July 2007
ER -

Single Wave Overtopping Volumes and their Travel Distance for Rubble Mound Breakwaters:

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