書誌事項
- タイトル別名
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- Reduction Effect of Wave Overtopping of Upright Seawall with Countermeasure and Wave Pressure Characteristics
- チョクリツ ゴガン ニ セッチ シタ エッパ タイサクコウ ノ エッパ テイゲン コウカ ト サヨウ ハアツ トクセイ
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The purpose of this study is to examine the reduction effect of wave overtopping of an upright seawall with a triangle-shaped countermeasure and wave pressures exerting on the seawall and the countermeasure throughout hydraulic experiments. As a result, the countermeasure placed on the seawall was found to have a great effect on the reduction of wave overtopping rate. It was evident that the reduction effect is mainly governed by the wave steepness, the relative water depth and the relative crown height. Especially, the relative crown height had the most influence on the reduction effect. It was also found from the experimental results that large wave pressure acts on the countermeasure.
収録刊行物
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- 土木学会論文集B2(海岸工学)
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土木学会論文集B2(海岸工学) 65 (1), 766-770, 2009
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390282680296298624
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- NII論文ID
- 130004956386
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- NII書誌ID
- AN10369955
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- ISSN
- 09167897
- 18838944
- 18842399
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- NDL書誌ID
- 11235645
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- 本文言語コード
- en
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可