TSUNAMI-INDUCED SEDIMENT TRANSPORT SIMULATION USING BEDROCK DISTRIBUTION UNDER SEAFLOOR - CASE STUDY OF KESENNUMA BAY -
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- YAMASHITA Kei
- 東北大学災害科学国際研究所
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- SUGAWARA Daisuke
- 東北大学災害科学国際研究所
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- ARIKAWA Taro
- 中央大学理工学部
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- TAKAHASHI Tomoyuki
- 関西大学社会安全学部
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- IMAMURA Fumihiko
- 東北大学災害科学国際研究所
Bibliographic Information
- Other Title
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- 海底基盤データを利用した津波移動床解析の改善の試み-気仙沼湾での事例-
- カイテイ キバン データ オ リヨウ シタ ツナミ イドウショウ カイセキ ノ カイゼン ノ ココロミ : ケセンヌマワン デ ノ ジレイ
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Abstract
<p> Field survey of bathymetry, sediment and bedrock of the narrow in Kesennuma Bay have been investigated. Numerical simulations of tsunami-induced sediment transport during the 2011 Tohoku tsunami were also improved by using the bedrock and sediment dataset. After the tsunami, depositions at the center of the narrows, erosions at the sides and the north area, and depositions at the south area were confirmed. By utlizing the bedrock data, the reproducibility of the field modeling was improved although the erosion of the narrows was limited to the bedrock distribution. It was found that the introduction of the bedrock is important to prevent underestimation of flow velocity and topographic changes. Furthermore, the simulations with simple consideration of erosion resistance due to the geology showed that the effect of erosion resistance was small and within the range of conventional modeling. The erosion speed in the narrows was characterized during the rising and the stationary period of the Shields parameter.</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) 76 (2), I_427-I_432, 2020
Japan Society of Civil Engineers