NUMERICAL SIMULATION OF TSUNAMI RIVER RUNUP BY SIMULTANEOUS COUPLING METHOD
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- MITOBE Yuta
- 東北大学 大学院工学研究科
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- TIWARI Neetu
- 東北大学 大学院工学研究科
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- WATANABE Kazuya
- 秋田大学 理工学研究科
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- TANAKA Hitoshi
- 東北大学 大学院工学研究科
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- WATANABE Yasunori
- 北海道大学 大学院工学研究院
Bibliographic Information
- Other Title
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- 浅水流方程式と乱流モデルを組み合わせた津波河川遡上数値計算
- センスイリュウ ホウテイシキ ト ランリュウ モデル オ クミアワセタ ツナミ カセン ソジョウ スウチ ケイサン
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Description
In order to improve the accuracy of numerical simulation on morphological changes caused by tsunamis, Simultaneous Coupling Method (SCM), which couples 2 dimensional shallow water equation model and boundary layer equation model, was applied to numerical simulation of tsunami runup in Kitakami River. Under the front of the tsunami wave, steep peak of bed-shear stress was observed, while the variation of bed-shear stress was similar to the variation of bed-shear stress based on manning's law, which has been commonl applied for standard model for tsunami propagation.
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) 72 (2), I_259-I_264, 2016
Japan Society of Civil Engineers