Characteristics of Wave Pressure with Occurrence Frequency of Maximum Wave Heights
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- KASHIMA Hiroaki
- Port and Airport Research Institute
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- HIRAYAMA Katsuya
- Port and Airport Research Institute
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- MORI Nobuhito
- Disaster Prevention Research Institute, Kyoto University
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- MASE Hajime
- Disaster Prevention Research Institute, Kyoto University
Bibliographic Information
- Other Title
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- 最高波高の出現頻度を考慮した防波堤の波圧特性
- サイタカナミ ダカ ノ シュツゲン ヒンド オ コウリョ シタ ボウハテイ ノ ハアツ トクセイ
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Abstract
Wave presseures out of the surf zone are estimated by the maximum wave height corresponding to 1.8 times of significant wave heights according to Rayleigh theory. On the other hand, maximum wave heights for extreme waves increase under the effects of nonlinear four-wave interactions. Therefore, it is necessary to evaluate the effects on wave pressures of the deviation from Rayleigh distribution under extreme wave conditions. As results of the physical experiments and numerical simulations, it is possible to estimate wave pressures with the deviation from Rayleigh distribution if the occurrence frequency of maximum wave heights is considered.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
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Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 70 (2), I_1021-I_1025, 2014
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205321486592
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- NII Article ID
- 130004706747
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- NII Book ID
- AA12508551
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- ISSN
- 18838944
- 18842399
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- NDL BIB ID
- 025934062
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed