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タイトル: | Bridge Collapse in Mutsu, Aomori Prefecture, Japan in 2021 |
著者: | Takebayashi, Hiroshi ![]() ![]() ![]() Fujita, Masaharu |
著者名の別形: | 竹林, 洋史 藤田, 正治 |
キーワード: | bank erosion bed deformation bridge collapse bypassing flow field survey numerical simulation |
発行日: | Mar-2025 |
出版者: | Wiley |
誌名: | Journal of Flood Risk Management |
巻: | 18 |
号: | 1 |
論文番号: | e70025 |
抄録: | On August 9-10, 2021, the Koakagawa Bridge in Mutsu, Aomori Prefecture, Japan, collapsed owing to the flood caused by a tropical cyclone. In this study, the cause of the collapse was examined. The characteristics of flood inundation with bypassing flows and countermeasures for bank erosion due to channel blockage by driftwood were investigated based on field surveys and numerical simulations. The scouring of the bed around the bridge pier was found to be the cause leading to bridge failure. Channel blockage owing to driftwood would have caused flood inundation and damage to the left bank, the top of the bank is bare of sediment, by forming a bypassing flow. However, the surface of the right bank on which the bypassing flow with high velocity formed was covered with concrete; therefore, bank erosion did not occur. These results indicate that to prevent bank erosion caused by bypassing flows during floods, it is important to protect banks downstream of the bridge using non-erosive materials. Only a small area, where bypassing flows form and non-dimensional shear stress is larger than 0.05, is sufficient for protection. It is also important to predict bed degradation characteristics around piers and banks, especially when the bed material is small. |
著作権等: | © 2025 The Author(s). Journal of Flood Risk Management published by Chartered Institution of Water and Environmental Management and John Wiley & Sons Ltd. This is an open access article under the terms of the Creative Commons Attribution-NonCommercial-NoDerivs License, which permits use and distribution in any medium, provided the original work is properly cited, the use is non-commercial and no modifications or adaptations are made. |
URI: | http://hdl.handle.net/2433/293148 |
DOI(出版社版): | 10.1111/jfr3.70025 |
出現コレクション: | 学術雑誌掲載論文等 |

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