Dr. Sooyoul Kim
Center for Water Cycle Marine Environment and Disaster Management (CWMD), Department of Civil Environmental Engineering and Architecture, Kurokami South Campus, Kurokami South C3, 2-39-1 Kurokami, Chuo-ku, Kumamoto-shi 860-8555, Japan
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Academic Career Length
20Years (2007-Present)
(Calculated once Scilit publication data is synced: current year − year of first publication + 1)
Representative Publications
View All Publications1 December 2015 in Ocean Modelling
Journal Article
Sooyoul KimNMNobuhito Mori
Nobuhito MoriHMHajime Mase
Hajime Mase
TYTomohiro Yasuda
Tomohiro Yasuda
26 December 2023 in Coastal Engineering
Journal Article
1 January 2015 in Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
Journal Article
SNSota Nakajo
Sota Nakajo
HFHideyuki Fujiki
Hideyuki Fujiki
Sooyoul KimNMNobuhito Mori
Nobuhito MoriYSYoko Shibutani
Yoko Shibutani
TYTomohiro Yasuda
Tomohiro Yasuda
1 January 2010 in Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
Journal Article
Sooyoul KimYMYoshiharu Matsumi
Yoshiharu Matsumi
TYTomohiro Yasuda
Tomohiro Yasuda
HMHajime Mase
Hajime Mase18 June 2025 in Journal of Hydrology
Journal Article
1 January 2018 in Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
Journal Article
HMHajime Mase
Hajime MaseMYMasatoshi Yuhi
Masatoshi YuhiSooyoul KimKKKoji Kawasaki
Koji Kawasaki
HMHideaki Mizutani
Hideaki Mizutani
THTetsuya Hiraishi
Tetsuya Hiraishi
東日本大震災後，津波対策と同様に，高潮に対しても設計規模を超え最大規模までという最悪の事態を視野に入れ，想定し得る最大規模の高潮に対する危機管理・避難警戒体制の充実を図るため，想定最大規模高潮により浸水が想定される高潮浸水想定区域を算定して公表する動きにある．高潮浸水シミュレーションでは波の影響による打上げや越波を高潮浸水予測に取り入れるとなっているが，全く考慮されていないのは，大規模な高潮発生時には高潮と高波の2つが生起して，打上げ，越波，越流への遷移が起こり，高波を伴って海水が越流する遷移過程である．本研究では，高潮浸水シミュレーションの精度向上を図るため，波の打上げ・越波・越流遷移モデリングを行いその特徴を示す．
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