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Empirical formulas for near-bed wave orbital velocity parameters involved in maximum wave load in random wave trains
https://fra.repo.nii.ac.jp/records/2009878
https://fra.repo.nii.ac.jp/records/2009878e2bc71b9-9f9a-43c7-a6e6-dbc0c9143c9b
| 名前 / ファイル | ライセンス | アクション |
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||||||||||||||
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| 公開日 | 2024-07-17 | |||||||||||||||||
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| タイトル | Empirical formulas for near-bed wave orbital velocity parameters involved in maximum wave load in random wave trains | |||||||||||||||||
| 言語 | en | |||||||||||||||||
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| 言語 | eng | |||||||||||||||||
| 資源タイプ | ||||||||||||||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||||||||||
| 資源タイプ | journal article | |||||||||||||||||
| 著者 |
川俣, 茂
× 川俣, 茂
WEKO
474
× 小林, 学
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| 抄録 | ||||||||||||||||||
| 内容記述タイプ | Abstract | |||||||||||||||||
| 内容記述 | This paper presents empirical methods utilizing recently developed formulas (Kawamata and Kobayashi., 2022; Kawamata et al., 2018) to predict the maximum wave forces on near-bed structures and wave-induced movement ratios of isolated rocks in random wave trains. The methods assume that the maximum wave load occurs when the velocity semi-amplitude defined as half the difference between successive negative and positive peaks of the near-bed wave orbital velocity is maximized. The empirical formulas for the velocity-waveform parameters at the maximum velocity semi-amplitude in a random wave train were derived from the near-bed velocities and surface elevations measured in laboratory wave flumes. The laboratory formula for the maximum velocity semi-amplitude was reviewed and improved with near-bed wave orbital velocities and surface elevations estimated from pressure measurements under a wider range of wave conditions in the field. The newly developed formulas for the velocity-waveform parameters at velocity semi-amplitude maxima, combined with the previously developed formulas, showed reasonable agreement with the maximum wave forces measured on the artificial reef models under random waves in a laboratory wave flume as well as with the movement ratio of quarry rocks (median mass = 0.40 t) observed in a field test. | |||||||||||||||||
| 言語 | en | |||||||||||||||||
| 書誌情報 |
en : Ocean Engineering 巻 276, p. 114133, 発行日 2023-05-15 |
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| 出版者 | Elsevier | |||||||||||||||||
| 言語 | en | |||||||||||||||||
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| 収録物識別子タイプ | PISSN | |||||||||||||||||
| 収録物識別子 | 0029-8018 | |||||||||||||||||
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| 収録物識別子タイプ | EISSN | |||||||||||||||||
| 収録物識別子 | 1873-5258 | |||||||||||||||||
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| 関連タイプ | isIdenticalTo | |||||||||||||||||
| 識別子タイプ | DOI | |||||||||||||||||
| 関連識別子 | 10.1016/j.oceaneng.2023.114133 | |||||||||||||||||
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| 関連タイプ | isIdenticalTo | |||||||||||||||||
| 識別子タイプ | Local | |||||||||||||||||
| 関連識別子 | 23341063 | |||||||||||||||||
| 言語 | ja | |||||||||||||||||
| 関連名称 | 水産技術研究所 環境・応用部門 水産工学部 | |||||||||||||||||
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| 関連タイプ | isIdenticalTo | |||||||||||||||||
| 識別子タイプ | URI | |||||||||||||||||
| 関連識別子 | https://www.sciencedirect.com/science/article/abs/pii/S0029801823005176 | |||||||||||||||||
| 言語 | en | |||||||||||||||||
| 関連名称 | Elsevier:Science Direct | |||||||||||||||||
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| 出版タイプ | SMUR | |||||||||||||||||
| 出版タイプResource | http://purl.org/coar/version/c_71e4c1898caa6e32 | |||||||||||||||||