Transformation of nonbreaking waves over a bar

S. Beji; T. Ohyama; J. A. Battjes; K. Nadaoka

doi:10.1061/9780872629332.004

Transformation of nonbreaking waves over a bar

S. Beji^*, T. Ohyama, J. A. Battjes, K. Nadaoka

^*Corresponding author for this work

Department of Shipbuilding and Ocean Engineering

Istanbul Technical University

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

9 Citations (Scopus)

Abstract

Data collected from measurements performed in waves propagating over a trapezoidal bar on a horizontal bottom are used to test a fully nonlinear numerical model. The experiments include both regular and random waves. Wave form evolutions in the shoaling region, the near resonant wave-wave interactions over the bar, and finally the decomposition behind the bar are well predicted. The results provide assurance for the reliability of the numerical model.

Original language	English
Title of host publication	Proceedings of the Coastal Engineering Conference
Publisher	Publ by ASCE
Pages	51-61
Number of pages	11
ISBN (Print)	0872629333, 9780872629332
DOIs	https://doi.org/10.1061/9780872629332.004
Publication status	Published - 1993
Event	Proceedings of the 23rd International Conference on Coastal Engineering - Venice, Italy Duration: 4 Oct 1992 → 9 Oct 1992

Publication series

Name	Proceedings of the Coastal Engineering Conference
Volume	1
ISSN (Print)	0893-8717

Conference

Conference	Proceedings of the 23rd International Conference on Coastal Engineering
City	Venice, Italy
Period	4/10/92 → 9/10/92

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10.1061/9780872629332.004

Cite this

@inproceedings{6f59a0cd99664d7a9c1011952d223291,

title = "Transformation of nonbreaking waves over a bar",

abstract = "Data collected from measurements performed in waves propagating over a trapezoidal bar on a horizontal bottom are used to test a fully nonlinear numerical model. The experiments include both regular and random waves. Wave form evolutions in the shoaling region, the near resonant wave-wave interactions over the bar, and finally the decomposition behind the bar are well predicted. The results provide assurance for the reliability of the numerical model.",

author = "S. Beji and T. Ohyama and Battjes, {J. A.} and K. Nadaoka",

year = "1993",

doi = "10.1061/9780872629332.004",

language = "English",

isbn = "0872629333",

series = "Proceedings of the Coastal Engineering Conference",

publisher = "Publ by ASCE",

pages = "51--61",

booktitle = "Proceedings of the Coastal Engineering Conference",

note = "Proceedings of the 23rd International Conference on Coastal Engineering ; Conference date: 04-10-1992 Through 09-10-1992",

}

Beji, S, Ohyama, T, Battjes, JA & Nadaoka, K 1993, Transformation of nonbreaking waves over a bar. in Proceedings of the Coastal Engineering Conference. Proceedings of the Coastal Engineering Conference, vol. 1, Publ by ASCE, pp. 51-61, Proceedings of the 23rd International Conference on Coastal Engineering, Venice, Italy, 4/10/92. https://doi.org/10.1061/9780872629332.004

TY - GEN

T1 - Transformation of nonbreaking waves over a bar

AU - Beji, S.

AU - Ohyama, T.

AU - Battjes, J. A.

AU - Nadaoka, K.

PY - 1993

Y1 - 1993

N2 - Data collected from measurements performed in waves propagating over a trapezoidal bar on a horizontal bottom are used to test a fully nonlinear numerical model. The experiments include both regular and random waves. Wave form evolutions in the shoaling region, the near resonant wave-wave interactions over the bar, and finally the decomposition behind the bar are well predicted. The results provide assurance for the reliability of the numerical model.

AB - Data collected from measurements performed in waves propagating over a trapezoidal bar on a horizontal bottom are used to test a fully nonlinear numerical model. The experiments include both regular and random waves. Wave form evolutions in the shoaling region, the near resonant wave-wave interactions over the bar, and finally the decomposition behind the bar are well predicted. The results provide assurance for the reliability of the numerical model.

UR - http://www.scopus.com/inward/record.url?scp=0027235151&partnerID=8YFLogxK

U2 - 10.1061/9780872629332.004

DO - 10.1061/9780872629332.004

M3 - Conference contribution

AN - SCOPUS:0027235151

SN - 0872629333

SN - 9780872629332

T3 - Proceedings of the Coastal Engineering Conference

SP - 51

EP - 61

BT - Proceedings of the Coastal Engineering Conference

PB - Publ by ASCE

T2 - Proceedings of the 23rd International Conference on Coastal Engineering

Y2 - 4 October 1992 through 9 October 1992

ER -

Transformation of nonbreaking waves over a bar

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