書誌事項
- タイトル別名
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- Sediment Transport Model Considering Laminar and Turbulent Resistance Force due to Infiltration/Exfiltration and its Application
- シントウシンシュツリュウ ニ ヨル ソウリュウ ・ ランリュウ テイコウ ノ エイキョウ オ コウリョ シタ ヒョウサ モデル ト ソノ テキヨウ ニ カンスル ケンキュウ
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A sediment transport model taking into account laminar and turbulent resistance force due to infiltration/exfiltration is proposed in this study. A three-dimensional two-way coupled fluid-structure-sediment interaction model (FSSM) combined with the proposed model is applied to sediment transport in a steady uniform flow and local scouring due to tsunami run-up. As a result, the laminar resistance force due to infiltration/exfiltration affects the sediment transport rate, and it is consequently essential to take into account the laminar resistance force in assessing sediment transport in the presence of infiltration/exfiltration. The results also show that the FSSM with the proposed model predicts experimental data reasonably well, and demonstrate the validity of the FSSM with the proposed model.
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） 67 (2), I_451-I_455, 2011
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
- 1390282680298452224
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- NII論文ID
- 130004550515
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- NII書誌ID
- AA12508551
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- ISSN
- 18838944
- 18842399
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- NDL書誌ID
- 023375051
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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