NONLINEARITY in SUCCESSIVE WAVE CREST HEIGHT STATISTICS in FINITE WATER DEPTHS

Hanne T. Wist; Dag Myrhaug; Håvard Rue

doi:10.1142/9789812791306_0052

NONLINEARITY in SUCCESSIVE WAVE CREST HEIGHT STATISTICS in FINITE WATER DEPTHS

Hanne T. Wist, Dag Myrhaug, Håvard Rue

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

Abstract

This paper addresses nonlinear effects in successive wave crest height statistics in finite water depths. Two models of joint distribution functions of successive wave crest heights are presented. The first model is based on second order Stokes type nonlinearity, while the second model is a parametric model based on second order simulations. Analysis results from previous experiments with changing water depths are included in order to evaluate the models. Comparisons are made between the two models and the experimental results. The nonlinear effects observed in the data are well captured by the models.

Original language	English (US)
Title of host publication	Proceedings of the 28th International Conference on Coastal Engineering 2002
Subtitle of host publication	Solving Coastal Conundrums, ICCE 2002
Editors	Jane McKee Smith
Publisher	American Society of Civil Engineers (ASCE)
Pages	601-613
Number of pages	13
ISBN (Electronic)	9812382380, 9789812382382
DOIs	https://doi.org/10.1142/9789812791306_0052
State	Published - 2003
Externally published	Yes
Event	28th International Conference on Coastal Engineering, ICCE 2002 - Cardiff, Wales, United Kingdom Duration: Jul 7 2002 → Jul 12 2002

Publication series

Name	Proceedings of the Coastal Engineering Conference
Volume	2003-January
ISSN (Print)	0161-3782

Other

Other	28th International Conference on Coastal Engineering, ICCE 2002
Country/Territory	United Kingdom
City	Cardiff, Wales
Period	07/7/02 → 07/12/02

ASJC Scopus subject areas

Civil and Structural Engineering
Ocean Engineering
Oceanography

Access to Document

10.1142/9789812791306_0052

Cite this

Wist, H. T., Myrhaug, D., & Rue, H. (2003). NONLINEARITY in SUCCESSIVE WAVE CREST HEIGHT STATISTICS in FINITE WATER DEPTHS. In J. M. Smith (Ed.), Proceedings of the 28th International Conference on Coastal Engineering 2002: Solving Coastal Conundrums, ICCE 2002 (pp. 601-613). (Proceedings of the Coastal Engineering Conference; Vol. 2003-January). American Society of Civil Engineers (ASCE). https://doi.org/10.1142/9789812791306_0052

Wist, Hanne T. ; Myrhaug, Dag ; Rue, Håvard. / NONLINEARITY in SUCCESSIVE WAVE CREST HEIGHT STATISTICS in FINITE WATER DEPTHS. Proceedings of the 28th International Conference on Coastal Engineering 2002: Solving Coastal Conundrums, ICCE 2002. editor / Jane McKee Smith. American Society of Civil Engineers (ASCE), 2003. pp. 601-613 (Proceedings of the Coastal Engineering Conference).

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title = "NONLINEARITY in SUCCESSIVE WAVE CREST HEIGHT STATISTICS in FINITE WATER DEPTHS",

abstract = "This paper addresses nonlinear effects in successive wave crest height statistics in finite water depths. Two models of joint distribution functions of successive wave crest heights are presented. The first model is based on second order Stokes type nonlinearity, while the second model is a parametric model based on second order simulations. Analysis results from previous experiments with changing water depths are included in order to evaluate the models. Comparisons are made between the two models and the experimental results. The nonlinear effects observed in the data are well captured by the models.",

author = "Wist, {Hanne T.} and Dag Myrhaug and H{\aa}vard Rue",

note = "Publisher Copyright: {\textcopyright} 2003 World Scientific Publishing Co. Pte. Ltd.; 28th International Conference on Coastal Engineering, ICCE 2002 ; Conference date: 07-07-2002 Through 12-07-2002",

year = "2003",

doi = "10.1142/9789812791306_0052",

language = "English (US)",

series = "Proceedings of the Coastal Engineering Conference",

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Wist, HT, Myrhaug, D & Rue, H 2003, NONLINEARITY in SUCCESSIVE WAVE CREST HEIGHT STATISTICS in FINITE WATER DEPTHS. in JM Smith (ed.), Proceedings of the 28th International Conference on Coastal Engineering 2002: Solving Coastal Conundrums, ICCE 2002. Proceedings of the Coastal Engineering Conference, vol. 2003-January, American Society of Civil Engineers (ASCE), pp. 601-613, 28th International Conference on Coastal Engineering, ICCE 2002, Cardiff, Wales, United Kingdom, 07/7/02. https://doi.org/10.1142/9789812791306_0052

NONLINEARITY in SUCCESSIVE WAVE CREST HEIGHT STATISTICS in FINITE WATER DEPTHS. / Wist, Hanne T.; Myrhaug, Dag; Rue, Håvard.
Proceedings of the 28th International Conference on Coastal Engineering 2002: Solving Coastal Conundrums, ICCE 2002. ed. / Jane McKee Smith. American Society of Civil Engineers (ASCE), 2003. p. 601-613 (Proceedings of the Coastal Engineering Conference; Vol. 2003-January).

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

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AB - This paper addresses nonlinear effects in successive wave crest height statistics in finite water depths. Two models of joint distribution functions of successive wave crest heights are presented. The first model is based on second order Stokes type nonlinearity, while the second model is a parametric model based on second order simulations. Analysis results from previous experiments with changing water depths are included in order to evaluate the models. Comparisons are made between the two models and the experimental results. The nonlinear effects observed in the data are well captured by the models.

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Wist HT, Myrhaug D, Rue H. NONLINEARITY in SUCCESSIVE WAVE CREST HEIGHT STATISTICS in FINITE WATER DEPTHS. In Smith JM, editor, Proceedings of the 28th International Conference on Coastal Engineering 2002: Solving Coastal Conundrums, ICCE 2002. American Society of Civil Engineers (ASCE). 2003. p. 601-613. (Proceedings of the Coastal Engineering Conference). doi: 10.1142/9789812791306_0052

NONLINEARITY in SUCCESSIVE WAVE CREST HEIGHT STATISTICS in FINITE WATER DEPTHS

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