抄録
Typhoon Jebi in 2018 caused severe damage along areas of Osaka Bay, Japan. After the storm, a Japan Society of Civil Engineers (JSCE) coastal survey group surveyed the coastal impacts and recorded watermarks inside Osaka Bay and along the Pacific. The maximum storm tide recorded by a tide gauge was 3.29 m at the Osaka Tide Station, which is a historical high for Osaka Bay. Coastal flooding consisted of both storm surge and wave run-up in almost all locations, with flooding exceeding 5 m and 12 m in elevation from mean sea level in the inner parts of Osaka Bay and along the Pacific coast, respectively. Coastal damage was severe in areas located outside of coastal barriers, such as ports and harbors, while residential areas were mainly well protected and spared due to coastal protection systems. In addition, some inland flooding occurred in the Kobe-Ashiya regions due to the storm surge propagating up several small rivers. This survey report summarizes the findings of the post-event survey by JSCE and analyzes the relation between maximum water level and resulting damage.
| 元の言語 | English |
|---|---|
| ページ（範囲） | 278-294 |
| ページ数 | 17 |
| ジャーナル | Coastal Engineering Journal |
| 巻 | 61 |
| 発行部数 | 3 |
| DOI | |
| 出版物ステータス | Published - 2019 7 3 |
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ASJC Scopus subject areas
- Civil and Structural Engineering
- Modelling and Simulation
- Ocean Engineering
これを引用
2018 Typhoon Jebi post-event survey of coastal damage in the Kansai region, Japan. / 2018 Typhoon Jebi Coastal msaster Survey Team.
：: Coastal Engineering Journal, 巻 61, 番号 3, 03.07.2019, p. 278-294.研究成果: Article
}
TY - JOUR
T1 - 2018 Typhoon Jebi post-event survey of coastal damage in the Kansai region, Japan
AU - 2018 Typhoon Jebi Coastal msaster Survey Team
AU - Mori, Nobuhito
AU - Yasuda, Tomohiro
AU - Arikawa, Taro
AU - Kataoka, Tomoya
AU - Nakajo, Sota
AU - Suzuki, Kojiro
AU - Yamanaka, Yusuke
AU - Webb, Adrean
AU - Takahashi, Tomoyuki
AU - Kim, Sooyoul
AU - Araki, Susumu
AU - Shibutani, Yoko
AU - Yamano, Takashi
AU - Sakai, Daiki
AU - Takagawa, Tomohiro
AU - Tsuruta, Naoki
AU - Kawaguchi, Shingo
AU - Asahi, Syota
AU - Fujiki, Takashi
AU - Iwamoto, Takumu
AU - Chida, Yu
AU - Shibayama, Tomoya
AU - Esteban, Miguel
AU - Takabatake, Tomoyuki
AU - Nakamura, Ryota
AU - Uno, Kohji
AU - Kakinoki, Tetsuya
AU - Nihei, Yasuo
AU - Inazu, Daisuke
AU - Shigematsu, Takaaki
AU - Sameshima, Kazunori
AU - Honda, Kazuhiko
AU - Satomura, Daiki
AU - Tsujisawa, Ibuki
AU - Kumagai, Kentaro
AU - Sugahara, Noriki
AU - Emoto, Shoichi
AU - Tajima, Yoshimitsu
PY - 2019/7/3
Y1 - 2019/7/3
N2 - Typhoon Jebi in 2018 caused severe damage along areas of Osaka Bay, Japan. After the storm, a Japan Society of Civil Engineers (JSCE) coastal survey group surveyed the coastal impacts and recorded watermarks inside Osaka Bay and along the Pacific. The maximum storm tide recorded by a tide gauge was 3.29 m at the Osaka Tide Station, which is a historical high for Osaka Bay. Coastal flooding consisted of both storm surge and wave run-up in almost all locations, with flooding exceeding 5 m and 12 m in elevation from mean sea level in the inner parts of Osaka Bay and along the Pacific coast, respectively. Coastal damage was severe in areas located outside of coastal barriers, such as ports and harbors, while residential areas were mainly well protected and spared due to coastal protection systems. In addition, some inland flooding occurred in the Kobe-Ashiya regions due to the storm surge propagating up several small rivers. This survey report summarizes the findings of the post-event survey by JSCE and analyzes the relation between maximum water level and resulting damage.
AB - Typhoon Jebi in 2018 caused severe damage along areas of Osaka Bay, Japan. After the storm, a Japan Society of Civil Engineers (JSCE) coastal survey group surveyed the coastal impacts and recorded watermarks inside Osaka Bay and along the Pacific. The maximum storm tide recorded by a tide gauge was 3.29 m at the Osaka Tide Station, which is a historical high for Osaka Bay. Coastal flooding consisted of both storm surge and wave run-up in almost all locations, with flooding exceeding 5 m and 12 m in elevation from mean sea level in the inner parts of Osaka Bay and along the Pacific coast, respectively. Coastal damage was severe in areas located outside of coastal barriers, such as ports and harbors, while residential areas were mainly well protected and spared due to coastal protection systems. In addition, some inland flooding occurred in the Kobe-Ashiya regions due to the storm surge propagating up several small rivers. This survey report summarizes the findings of the post-event survey by JSCE and analyzes the relation between maximum water level and resulting damage.
KW - coastal damage
KW - post-event survey
KW - Typhoon Jebi
KW - watermarks
UR - http://www.scopus.com/inward/record.url?scp=85066607803&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85066607803&partnerID=8YFLogxK
U2 - 10.1080/21664250.2019.1619253
DO - 10.1080/21664250.2019.1619253
M3 - Article
AN - SCOPUS:85066607803
VL - 61
SP - 278
EP - 294
JO - Coastal Engineering in Japan
JF - Coastal Engineering in Japan
SN - 0578-5634
IS - 3
ER -