ANALYSIS OF TSUNAMI SEDIMENT TRANSPORT OVER A SILTY BOTTOM BASED ON LABORATORY EXPERIMENT AND NUMERICAL MODELING
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- JIMBO Sohei
- 東京大学大学院 工学系研究科社会基盤学専攻
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- YAMANAKA Yusuke
- 北海道大学 大学院理学研究院附属地震火山研究観測センター
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- SHIMOZONO Takenori
- 東京大学 大学院工学系研究科社会基盤学専攻
Bibliographic Information
- Other Title
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- 津波による底泥の輸送に関する水理実験と数値計算による検討
Abstract
<p> The 2011 Tohoku tsunami accompanied a large amount of silt and clay along the Sanriku coast and supplied them substantially onto the inland area. Such a tsunami containing silty materials could contribute to increasing coastal and human damage. However, characteristics of tsunami-induced suspension of silty materials and their effect on tsunami flows have not been sufficiently understood. This study conducted a laboratory experiment of sediment transport on a silty bottom and developed a numerical model to investigate the detailed processes and mechanisms. Results from the experiment indicated that a wave-induced flow suspended more silty materials for higher fluidities of bed materials. A vortical flow induced by wave breaking further contributed to enhancing the sediment suspension from the bottom. The sediment processes were reproduced by the numerical model with two empirical parameters of sediment entrainment calibrated with the experimental result. The numerical model reasonably reproduced a local scour on the bottom as well as the concentration of suspended materials.</p>
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) 78 (2), I_181-I_186, 2022
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390293943123297792
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- ISSN
- 18838944
- 18842399
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed