2024/04/19 更新

写真a

ナカムラ リヨウタ
中村 亮太
NAKAMURA Ryota
所属
教育研究院 自然科学系 生産デザイン工学系列 准教授
工学部 工学科 准教授
職名
准教授
外部リンク

学位

  • 博士(工学) ( 2017年3月   早稲田大学 )

研究キーワード

  • 沿岸災害(高潮・高波浪・津波)

  • 気候変動・地球温暖化

  • 熱帯低気圧・温帯低気圧

  • 海浜変形・土砂輸送

研究分野

  • 社会基盤(土木・建築・防災) / 水工学  / 海岸工学

  • 自然科学一般 / 大気水圏科学  / 大気科学

経歴(researchmap)

  • 新潟大学   工学部 工学科 社会基盤工学プログラム   准教授

    2020年9月 - 現在

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  • 新潟大学   工学部 工学科 社会基盤工学プログラム   助教

    2019年1月 - 2020年8月

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  • 豊橋技術科学大学   建築・都市システム学系   助教

    2017年4月 - 2018年12月

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  • 日本学術振興会   特別研究員(DC2)

    2016年4月 - 2017年3月

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経歴

  • 新潟大学   工学部 工学科   准教授

    2020年9月 - 現在

  • 新潟大学   工学部 工学科   助教

    2019年1月 - 2020年8月

学歴

  • 早稲田大学   創造理工学研究科   建設工学専攻 博士後期課程

    2014年9月 - 2017年3月

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  • 早稲田大学   創造理工学研究科   建設工学専攻 修士課程

    2013年4月 - 2014年9月

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  • 早稲田大学   創造理工学部   社会環境工学科

    2009年4月 - 2013年3月

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委員歴

  • 山形県   沿岸海岸保全基本計画委員会 技術相談役  

    2024年4月 - 現在   

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  • 新潟県   海岸保全基本計画検討委員会 技術部会 部会長  

    2023年11月 - 現在   

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    団体区分:自治体

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  • 新潟県   海岸保全計画検討委員会  

    2023年11月 - 現在   

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    団体区分:自治体

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  • (IEEE/GRSS) IGARSS 2023 Scientific Committee   Member  

    2023年1月 - 現在   

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  • 日本沿岸域学会   全国大会開催地委員  

    2022年8月 - 2023年7月   

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  • 土木学会   海洋開発委員会幹事  

    2022年6月 - 現在   

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  • 日本地震学会   情報コミュニケーション委員会委員  

    2022年6月 - 2024年5月   

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    団体区分:学協会

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  • 株式会社インフラ・ディープサーベイ   代表取締役  

    2021年6月 - 現在   

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  • 東日本高速道路株式会社(NEXCO東日本)   親不知海岸高架橋波浪対策アドバイザー  

    2020年7月 - 2022年3月   

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  • 新潟県新潟地方振興局農林振興部   海岸の保全に関する検討委員会・検討委員  

    2020年7月 - 2021年3月   

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  • 国土交通省 北陸地方整備局 信濃川下流河川事務所 新潟海岸保全対策技術委員会   委員  

    2020年4月 - 現在   

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  • 国土交通省 北陸地方整備局   北陸河川堤防調査委員会委員  

    2020年4月 - 現在   

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    団体区分:政府

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  • 土木学会 関東支部 新潟会   幹事  

    2020年4月 - 2023年3月   

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  • 土木学会 関東支部 運営幹事会   幹事  

    2020年4月 - 2022年5月   

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  • 国土交通省 北陸地方整備局 羽越河川国道事務所   荒川リバーカウンセラー  

    2020年3月 - 現在   

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    団体区分:政府

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  • Journal of Coastal and Hydraulic Structures   Associate Editor  

    2020年2月 - 現在   

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  • 新潟県海岸漂着物対策推進協議会   委員  

    2020年1月 - 2022年3月   

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    団体区分:自治体

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  • 北陸地方整備局 荒川水系流域委員会   委員  

    2019年11月 - 現在   

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    団体区分:自治体

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  • 土木学会 海洋開発委員会   論文査読小委員会 委員  

    2018年1月 - 現在   

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    団体区分:学協会

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  • 土木学会 海岸工学委員会   沿岸域の気候変動影響評価・適応検討に関する小委員会 委員  

    2017年12月 - 2019年11月   

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    団体区分:学協会

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▶ 全件表示

 

論文

  • Dynamics of beach scarp formation behind detached breakwaters

    Ryota Nakamura, Kota Ohizumi, Kunihiko Ishibashi, Daichi Katayama, Yudai Aoki

    Estuarine, Coastal and Shelf Science   298   108651 - 108651   2024年3月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.1016/j.ecss.2024.108651

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  • Experimental investigation into the effects of strong winds on the transport of overtopping water mass over a vertical seawall

    Naoto Inagaki, Tomoya Shibayama, Ryota Nakamura, Kunihiko Ishibashi, Miguel Esteban

    Coastal Engineering Journal   1 - 15   2024年1月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.1080/21664250.2023.2286831

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  • 異なる避難開始時間を考慮したArtisocによる津波避難シミュレーション

    兼村瑶望, 中村亮太

    土木学会論文集   79 ( 18 )   23 - 18046   2023年10月

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  • 畳み込みLSTMを用いた2次元波浪場予測に関する検討

    佐藤佑真, 小原祐貴, 中村亮太

    土木学会論文集   79 ( 18 )   23 - 18061   2023年10月

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  • 新潟海岸における雨水吐口内堆砂量の数値計算の高度化の検討

    片山大地, 中村亮太, 石橋邦彦, 大泉洸太

    土木学会論文集   79 ( 18 )   23 - 18033   2023年10月

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  • Pseudo global warming experiment of flood inundation in the upper White Volta River, Ghana

    Ryota Takayama, Ryota Nakamura, Miguel Esteban, Martin Mäll, Kota Ohizumi

    Journal of Hydrology: Regional Studies   45   101297 - 101297   2023年2月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.1016/j.ejrh.2022.101297

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  • Transfer learning of long short-term memory analysis in significant wave height prediction off the coast of western Tohoku, Japan 査読

    Yuki Obara, Ryota Nakamura

    Ocean Engineering   266   113048 - 113048   2022年12月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.1016/j.oceaneng.2022.113048

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  • LSTM-マルコフ連鎖モデルを用いた日本沿岸域における有義波高予測の検討 査読

    西田航平, 小原裕貴, 中村亮太

    土木学会論文集B3(海洋開発)   78 ( 2 )   I_457 - I_462   2022年10月

  • SSP585シナリオを用いた2019年台風19号に伴う東京湾の高潮の擬似温暖化実験 査読

    樺澤柾樹, 中村亮太, 大泉洸太

    土木学会論文集B3(海洋開発)   78 ( 2 )   I_349 - I_354   2022年10月

  • 令和3年台風9号通過前後の新潟青山海岸の離岸堤付近の海浜変形の現地調査と数値計算 査読

    伊藤秀, 片山大地, 大泉洸太, 石橋邦彦, 中村亮太, 加藤茂

    土木学会論文集B3(海洋開発)   78 ( 2 )   I_103 - I_108   2022年10月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/jscejoe.78.2_I_103

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  • Estimating the Influence of Sea Level Rise and Climate Change on Coastal Defences in Western Taiwan 査読

    Joe Chang, Martin Mäll, Ryota Nakamura, Tomoyuki Takabatake, Jeremy Bricker, Miguel Esteban, Tomoya Shibayama

    Journal of Coastal and Hydraulic Structures.   2. ( 16 )   1 - 31   2022年8月

  • Pseudo Global Warming Sensitivity Experiments of Subtropical Cyclone Anita (2010) Under RCP 8.5 Scenario 査読

    Ryota Nakamura, Martin Mäll

    Journal of Geophysical Research: Atmospheres   126 ( 24 )   2021年12月

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    掲載種別:研究論文(学術雑誌)   出版者・発行元:American Geophysical Union (AGU)  

    DOI: 10.1029/2021jd035261

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    その他リンク: https://onlinelibrary.wiley.com/doi/full-xml/10.1029/2021JD035261

  • 新潟県荒川河口砂州における地形変化の変形過程の再現計算の定量化と開口機構の解明 査読

    大泉 洸太, 石橋 邦彦, 中村 亮太, 高橋 明

    土木学会論文集B3(海洋開発)   77 ( 2 )   I_355 - I_360   2021年9月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/jscejoe.77.2_i_355

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  • DualSPHysicsを用いた実験スケールにおけるコンテナの漂流軌道解析 査読

    矢崎 真, 中村 亮太

    土木学会論文集B3(海洋開発)   77 ( 2 )   I_25 - I_30   2021年9月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/jscejoe.77.2_i_25

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  • 離岸堤付近における現地調査とXBeachを用いた海浜変形の数値計算 査読

    伊藤 優子, 大泉 洸太, 石橋 邦彦, 中村 亮太, 加藤 茂

    土木学会論文集B3(海洋開発)   77 ( 2 )   I_919 - I_924   2021年9月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/jscejoe.77.2_i_919

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  • LSTMを用いた日本海側の高精度波浪予測 査読

    小原 裕貴, 中村 亮太

    土木学会論文集B3(海洋開発)   77 ( 2 )   I_751 - I_756   2021年9月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/jscejoe.77.2_i_751

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  • Engineering Lessons from September 28, 2018 Indonesian Tsunami: Scouring Mechanisms and Effects on Infrastructure 査読

    Clemens Krautwald, Jacob Stolle, Ian Robertson, Hendra Achiari, Takahito Mikami, Ryota Nakamura, Tomoyuki Takabatake, Yuta Nishida, Tomoya Shibayama, Miguel Esteban, Nils Goseberg, Ioan Nistor

    Journal of Waterway, Port, Coastal, and Ocean Engineering   147 ( 2 )   04020056 - 04020056   2021年3月

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    掲載種別:研究論文(学術雑誌)   出版者・発行元:American Society of Civil Engineers (ASCE)  

    The September 28, 2018 earthquake and tsunami, which occurred north of Palu City, Indonesia, attracted widespread interest from the scientific community due to the unusually large tsunami that occurred after a strike-slip earthquake with a relatively small moment magnitude (MW = 7.5). To understand the structural performance of buildings and infrastructure under hydrodynamic loads and their associated effects, the authors conducted field surveys in Palu City. Light wooden frame constructions and masonry infill walls were common in the area, some of which were severely damaged by the earthquake and tsunami. Reinforced concrete structures remained predominantly intact, although they suffered soil-related issues such as scour around rigid building members. Local structural failures caused by the loss of supporting soil were also observed during the field survey, resulting in an overall reduction in the stability of the inspected structures. Based on the observations made, knowledge gaps and research needs concerning coastal and structural scouring are discussed. These are tied into the latest community research activities and put in the context of a published ASCE standard chapter that discusses tsunami design.

    DOI: 10.1061/(asce)ww.1943-5460.0000620

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  • Field Survey of Flank Collapse and Run-up Heights due to 2018 Anak Krakatau Tsunami 査読

    Miguel Esteban, Tomoyuki Takabatake, Hendra Achiari, Takahito Mikami, Ryota Nakamura, Mustarakh Gelfi, Satriyo Panalaran, Yuta Nishida, Naoto Inagaki, Christopher Chadwick, Kota Oizumi, Tomoya Shibayam

    Journal of Coastal and Hydraulic Structure (accepted)   1 ( 1 )   2021年1月

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  • Field Survey of 2018 Krakatau tsunami

    Miguel Esteban, Hendra Achiari, Tomoyuki Takabatake, Ryota Nakamura, Takahito Mikami, Satriyo Panalaran, Mustarakh Gelfi, Naoto Inagaki, Yuta Nishida, Christopher Chadwick, Kota Oizumi, Tomoya Shibayama

    Proceedings of the Coastal Engineering Conference   36 ( 2020 )   2020年12月

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    掲載種別:研究論文(国際会議プロシーディングス)  

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  • 新潟地震を用いた新潟都市部における不確実性を考慮した津波危険度の評価 査読

    熊倉遼也, 中村亮太, 大泉洸太, 石橋邦彦

    土木学会論文集B3(海洋開発)   76 ( 2 )   I_935 - I_940   2020年9月

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  • Estimation of volcanic ashfall deposit and removal works based on ash dispersion simulations 査読

    Yosuke Tomii, Tomoya Shibayama, Yuta Nishida, Ryota Nakamura, Non Okumura, Hideaki Yamaguchi, Yosuke Tanokura, Yu Oshima, Natsuko Sugawara, Kota Fujisawa, Takayuki Wakita, Takahito Mikami, Tomoyuki Takabatake, Miguel Esteban

    NATURAL HAZARDS   103 ( 3 )   3377 - 3399   2020年7月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)   出版者・発行元:SPRINGER  

    Volcanic ashfall can cause considerable social impacts to a wide geographical area. Given the challenge to predict volcanic eruptions, it is essential to simulate the dispersion of ash as soon as possible after an event and promptly estimate the distribution of deposits and necessary removal works. In this study, a series of procedures to improve the accuracy of the WRF-FALL3D model for the case of the eruption of Mt. Kusatsu-Shirane in 2018 are proposed, which were verified through field surveys of ash deposits, showing that the accuracy of the model can be improved by selecting a range of column heights and promptly conducting field surveys following an event. Also, a methodology to estimate the amount of work necessary to clear road networks and river channels is proposed, which was applied to a volcanic event similar to that of the Hoei eruption of Mt. Fuji in 1707. The results also emphasize the need to improve the estimation of column heights in the future, which is of paramount importance to ensure the safety and operational continuity of human infrastructure in the vicinity of major active volcanoes.

    DOI: 10.1007/s11069-020-04134-1

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    その他リンク: http://link.springer.com/article/10.1007/s11069-020-04134-1/fulltext.html

  • Pseudo-climate modelling study on projected changes in extreme extratropical cyclones, storm waves and surges under CMIP5 multi-model ensemble: Baltic Sea perspective 査読

    Martin Mäll, Ryota Nakamura, Ülo Suursaar, Tomoya Shibayama

    Natural Hazards   102 ( 1 )   67 - 99   2020年5月

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    掲載種別:研究論文(学術雑誌)   出版者・発行元:Springer Science and Business Media LLC  

    DOI: 10.1007/s11069-020-03911-2

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    その他リンク: http://link.springer.com/article/10.1007/s11069-020-03911-2/fulltext.html

  • Experimental and analytical investigation of the response of a mud layer to solitary waves 査読

    Mohsen Soltanpour, S. Hadi Shamsnia, Tomoya Shibayama, Ryota Nakamura

    Ocean Dynamics   70 ( 2 )   165 - 186   2020年2月

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    掲載種別:研究論文(学術雑誌)   出版者・発行元:Springer Science and Business Media LLC  

    DOI: 10.1007/s10236-019-01319-6

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    その他リンク: http://link.springer.com/article/10.1007/s10236-019-01319-6/fulltext.html

  • Simulations of future typhoons and storm surges around Tokyo Bay using IPCC AR5 RCP 8.5 scenario in multi global climate models 査読

    Ryota Nakamura, Tomoya Shibayama, Miguel Esteban, Takumu Iwamoto, Shinsaku Nishizaki

    Coastal Engineering Journal   62 ( 1 )   101 - 127   2020年1月

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    掲載種別:研究論文(学術雑誌)   出版者・発行元:Informa UK Limited  

    DOI: 10.1080/21664250.2019.1709014

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  • Engineering lessons from the 28 september 2018 Indonesian tsunami: Debris loading 査読

    J. Stolle, C. Krautwald, I. Robertson, H. Achiari, T. Mikami, R. Nakamura, T. Takabatake, Y. Nishida, T. Shibayama, M. Esteban, I. Nistor, N. Goseberg

    Canadian Journal of Civil Engineering   47 ( 1 )   1 - 12   2020年

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    記述言語:英語   掲載種別:研究論文(学術雑誌)  

    © 2020, Canadian Science Publishing. All rights reserved. A field survey team went to Palu City, Indonesia in the aftermath of the September 28th, 2018 earthquake and tsunami to investigate its effects on local infrastructure and buildings. The study focused on the coast of Palu Bay, where a tsunami wave between approximately 2 and 7 m high impacted the local community as a result of several complex tsunami source mechanisms. The following study outlines the results, focused on loading caused by debris entrained within the inundating flow. Damage to timber buildings along the coast was widespread, though reinforced concrete structures for the most part survived, providing valuable insights into the type of debris loads and their effects on structures. The results of this survey are placed within the context of Canadian tsunami engineering challenges and are compared to the recently-released ASCE 7 Chapter 6 – Tsunami Loads and Effects, detailing potential research gaps and needs.

    DOI: 10.1139/cjce-2019-0049

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  • The 2018 Sulawesi tsunami in Palu city as a result of several landslides and coseismic tsunamis 査読

    Rafael Aránguiz, Miguel Esteban, Hiroshi Takagi, Takahito Mikami, Tomoyuki Takabatake, Matías Gómez, Juan González, Tomoya Shibayama, Ryo Okuwaki, Yuji Yagi, Kousuke Shimizu, Hendra Achiari, Jacob Stolle, Ian Robertson, Koichiro Ohira, Ryota Nakamura, Yuta Nishida, Clemens Krautwald, Nils Goseberg, Ioan Nistor

    Coastal Engineering Journal   62 ( 4 )   1 - 15   2020年

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    掲載種別:研究論文(学術雑誌)   出版者・発行元:Informa UK Limited  

    © 2020, © 2020 Japan Society of Civil Engineers. The September 28 2018 Palu tsunami surprised the scientific community, as neither the earthquake magnitude nor its strike-slip mechanism were deemed capable of producing the wave heights that were observed. However, recent research has shown that the earthquake generated several landslides inside Palu bay. The authors conducted a post-disaster field survey of the area affected to collect spatial data on tsunami inundation heights, nearshore and bay bathymetry, and carried out eyewitness interviews to collect testimonies of the event. In addition, numerical simulations of the tsunami generation and propagation mechanisms were carried out and validated with the inferred time series. Seven small submarine landslides were identified along the western shore of the bay, and one large one was reported on the eastern shore of Palu City. Most of these landslides occurred at river mouths and reclamation areas, where soft submarine sediments had accumulated. The numerical simulations support a scenario in which the tsunami waves that arrived at Palu city 4–10 min after the earthquake were caused by the co-seismic seafloor deformation, possibly coupled with secondary waves generated from several submarine landslides. These findings suggest that more comprehensive methodologies and tools need to be used when assessing probabilistic tsunami hazards in narrow bays.

    DOI: 10.1080/21664250.2020.1780719

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  • Street-scale storm surge load impact assessment using fine-resolution numerical modelling: a case study from Nemuro, Japan 査読

    Ryota Nakamura, Martin Maell, Tomoya Shibayama

    Natural Hazards   99 ( 1 )   391 - 422   2019年9月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)  

    DOI: 10.1007/s11069-019-03746-6

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  • Field Survey of the 2018 Sulawesi Tsunami: Inundation and Run-up Heights and Damage to Coastal Communities 査読

    Takahito Mikami, Tomoya Shmayama, Miguel Esteban, Tomoyuki Takabatake, Ryota Nakamura, Yuta Nishida, Hendra Achiari, Rusli, Abdul Gafur Marzuki, Muhammad Fadel Hidayat Marzuki, Jacob Stolle, Clemens Krautwald, Ian Robertson, Rafael Aranguiz, Koichiro Ohira

    PURE AND APPLIED GEOPHYSICS   176 ( 8 )   3291 - 3304   2019年8月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)   出版者・発行元:SPRINGER BASEL AG  

    On September 28, 2018, a large earthquake and its accompanying tsunami waves caused severe damage to the coastal area of Palu Bay, in the central western part of Sulawesi Island, Indonesia. To clarify the distribution of tsunami inundation and run-up heights, and damage to coastal communities due to the tsunami, the authors conducted a field survey 1 month after the event. In the inner part of Palu Bay tsunami inundation and run-up heights of more than 4 m were measured at many locations, and severe damage by the tsunami to coastal low-lying settlements was observed. In the areas to the north of the bay and around its entrance the tsunami inundation and run-up heights were lower than in the inner part of the bay. The tsunami inundation distance depended on the topographical features of coastal areas. The southern shore of the bay experienced a longer inundation distance than other shores, though generally severe damage to houses was limited to within around 200 m from the shoreline. The main lessons that can be learnt from the present event are also discussed.

    DOI: 10.1007/s00024-019-02258-5

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  • 台風通過に伴う干潟の短期的地形変化と土砂動態の把握 査読

    栗谷 樹, 加藤 茂, 田畑 貴大, 中村 亮太, 岡辺 拓巳

    土木学会論文集B2(海岸工学)   75 ( 2 )   I_499 - I_504   2019年

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    記述言語:日本語   掲載種別:研究論文(学術雑誌)   出版者・発行元:公益社団法人 土木学会  

    <p> 愛知県西尾市東幡豆町に位置する前島トンボロ干潟は,多様な生物が生息する豊かな自然を残している干潟である.しかしながら,台風の接近・通過による海象条件の変化によって地形に強力なインパクトが与えられると,短期間に顕著な地形変化が生じることが報告されている.地球温暖化等の影響により,今後,台風の強大化や異常気象の発生が懸念されている.それにより,干潟の地形変化が顕著になるだけでなく,水質浄化機能の低下などの問題発生にもつながる可能性が考えられる.本研究では,台風期を対象にUAVによる干潟地形計測と表層砂の空間分布調査を実施し,気象インパクトによる短期的な地形変化と土砂移動,底質変化の実態把握を試みた.その結果,干潟上では常に活発な土砂輸送が発生していることが干潟頂部の位置変化と干潟上に設定した各小領域での土砂量変化から推定された.</p>

    DOI: 10.2208/kaigan.75.I_499

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  • Modelling parameters and impacts of four extratropical cyclones under future climate scenarios 査読

    Martin Maell, Ryota Nakamura, Tomoya Shibayama, Ulo Suursaar

    Coastal Engineering Proceedings   1 ( 36 )   34   2018年12月

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

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  • Future wave projection during the typhoon and winter storm season 査読

    Shinsaku Nishizaki, Ryota Nakamura, Tomoya Shibayama, Jacob Stolle

    Coastal Engineering Proceedings   1 ( 36 )   17   2018年12月

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

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  • Inter-comparison of coastal models: case study of storm surge at nemuro in japan 査読

    Ryota Nakamura, Martin Maell, Tomoya Shibayama, Shigeru Kato

    Coastal Engineering Proceedings   1 ( 36 )   79   2018年12月

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

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  • 台風1718号にともなう干潟上の地形変化機構の解明 -愛知県西尾市東幡豆の事例- 査読

    中村亮太, 加藤茂, 田畑貴大

    土木学会論文集B2(海岸工学)   74 ( 2 )   I_823 - I_828   2018年11月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/kaigan.74.I_823

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  • UAV による干潟地形計測精度の検証と継続的なモニタリングへの適用性の検討 査読

    田畑貴大, 加藤茂, 中村亮太, 小田敏弘, 西園大貴, 岡辺拓巳

    土木学会論文集B2(海岸工学)   74 ( 2 )   I_961 - I_966   2018年11月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/kaigan.74.I_961

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  • Field Survey of 2018 Typhoon Jebi in Japan: Lessons for Disaster Risk Management 査読

    Tomoyuki Takabatake, Martin Mall, Miguel Esteban, Ryota Nakamura, Thit Oo Kyaw, Hidenori Ishii, Justin Joseph Valdez, Yuta Nishida, Fuma Noya, Tomoya Shibayama

    GEOSCIENCES   8 ( 11 )   412   2018年11月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)   出版者・発行元:MDPI  

    Typhoon Jebi struck Japan on the 4 September 2018, damaging and inundating many coastal areas along Osaka Bay due to the high winds, a storm surge, and wind driven waves. In order to understand the various damage mechanisms, the authors conducted a field survey two days after the typhoon made landfall, measuring inundation heights and depths at several locations in Hyogo Prefecture. The survey results showed that 0.18-1.27 m inundation depths were caused by Typhoon Jebi. As parts of the survey, local residents were interviewed about the flooding, and a questionnaire survey regarding awareness of typhoons and storm surges, and their response to the typhoon was distributed. The authors also mapped the location of some of the containers that were displaced by the storm surge, aiming to provide information to validate future simulation models of container displacement. Finally, some interesting characteristics of the storm surge are summarized, such as possible overtopping at what had initially been thought to be a low risk area (Suzukaze town), and lessons learnt in terms of disaster risk management are discussed.

    DOI: 10.3390/geosciences8110412

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  • A study on mud particle velocities and mass transport in wave-current-mud interaction 査読

    Mohsen Soltanpour, Hadi Shamsnia, Tomoya Shibayama, Ryota Nakamura

    Applied Ocean Research   78   267 - 280   2018年5月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)  

    DOI: 10.1016/j.apor.2018.06.019

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  • Mechanisms of rapid flow caused by tidal?fluvial flow interaction in inland waterways of the mekong delta 査読

    H Takagi, TT Anh, LT Anh, ND Thao, T Takabatake, R Nakamura

    IOP Conference Series: Earth and Environmental Science   161 ( 1 )   2018年

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

    DOI: 10.1088/1755-1315/167/1/012001

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  • Hindcasting of Wave Climate along the Pacific Coast of Japan in October 2014 査読

    Shinsaku Nishizaki, Tomoya Shibayama, Tomoyuki Takabatake, Ryota Nakamura

    ASIAN AND PACIFIC COASTS 2017: PROCEEDINGS OF THE 9TH INTERNATIONAL CONFERENCE ON APAC 2017   129 - 138   2018年

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)   出版者・発行元:WORLD SCIENTIFIC PUBL CO PTE LTD  

    One-month wave simulations were performed from Oct. 1st to Nov. 1st in 2014. The one-way numerical models composed of WRF (Weather Research and Forecasting) and SWAN (Simulating WAve Nearshore) were used. This research focused on evaluations of both a resolution of wind data and a difference between structured SWAN (STSWAN) and unstructured SWAN (UNSWAN). The results show some differences among case studies. High resolution wind data affect peak values of significant waves at typhoon periods. In addition, the overestimation of swell caused by typhoons decreased at the nearshore points, in particular at Shimoda by using UNSWAN. As a conclusion, there is little difference between STSWAN and UNSWAN on the overall simulation of wave climate. However, UNSWAN is useful for simulating nearshore waves and has possibility to predict wave climate with higher precision than STSWAN.

    DOI: 10.1142/9789813233812_0013

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  • Modelling a storm surge under future climate scenarios: case study of extratropical cyclone Gudrun (2005) 査読

    Martin Mall, Ulo Suursaar, Ryota Nakamura, Tomoya Shibayama

    NATURAL HAZARDS   89 ( 3 )   1119 - 1144   2017年12月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)   出版者・発行元:SPRINGER  

    Weather Research and Forecasting atmosphere model and Finite Volume Community Ocean Model were for the first time used under the pseudo-climate simulation approach, to study the parameters of an extreme storm in the Baltic Sea area. We reconstructed the met-ocean conditions during the historical storm Gudrun (which caused a record-high +275 cm surge in Parnu Bay on 9 January 2005) and simulated the future equivalent of Gudrun by modifying the background conditions using monthly mean value differences in sea surface temperature (SST), atmospheric air temperature and relative humidity from MIROC5 in accordance with the IPCC scenarios RCP4.5 and RCP8.5 for 2050 and 2100. The simulated storm route and storm surge parameters were in good accordance with the observed ones. Despite expecting the continuation of recently observed intensification of cyclonic activity in winter months, our numerical simulations showed that intensity of the strongest storms and storm surges in the Baltic Sea might not increase by the end of twenty-first century. Unlike tropical cyclones, which derive their energy from the increasing SST, the extratropical cyclones (ETCs) harvest their primary energy from the thermal differences on the sides of the polar front, which may decrease if the Arctic warms up. For climatological generalizations on future ETCs, however, it is necessary to re-calculate a larger number of storms, including those with different tracks and in different thermal conditions.

    DOI: 10.1007/s11069-017-3011-3

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  • Ensemble forecast and assessment of extreme storm surge: a case study of 2013 typhoon Haiyan 査読

    Ryota Nakamura, Tomoya Shibayama

    Coastal Engineering Proceedings   1 ( 35 )   10   2017年5月

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

    DOI: 10.9753/icce.v35.currents.10

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  • Influence of Historical Bathymetric Changes due to Urbanization on the Vulnerability of Storm Surge in Tokyo Bay 査読

    Akifumi Tatekoji, Ryota Nakamura, Tomoya Shibayama

    Coastal Engineering Proceedings   1 ( 35 )   22   2017年5月

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

    DOI: 10.9753/icce.v35.management.22

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  • Experimental Investigations of Debris Dynamics over a Horizontal Plane 査読

    Ioan Nistor, Nils Goseberg, Jacob Stolle, Takahito Mikami, Tomoya Shibayama, Ryota Nakamura, Shunya Matsuba

    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING   143 ( 3 )   4016022   2017年5月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)   出版者・発行元:ASCE-AMER SOC CIVIL ENGINEERS  

    This study presents the results of an experimental research program dealing with spatial debris motion on a horizontal apron depicting a typical harbor wharf. Accordingly, scaled-down 6.1-m (20-ft) shipping containers were equipped with a novel yet nonintrusive real-time tracking system and motion sensors. The instrumentation allowed for the spatiotemporal tracking of debris specimens moving across the apron while entrained by an incoming tsunami-like broken bore. The system proved its capabilities and accuracy; this was particularly challenging since this was the first time the system was used in water. The experiments involved using various numbers of shipping containers that were either arranged in one layer or stacked in two layers. In addition, the effect of different numbers of container rows was also investigated to study the influence of the overall container count and placement with respect to their longitudinal displacement and dispersion (spreading) across the apron. Linear relationships were derived for both parameters, suggesting potential guidelines for future design efforts and disaster risk reduction and mitigation. (C) 2016 American Society of Civil Engineers.

    DOI: 10.1061/(ASCE)WW.1943-5460.0000371

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  • An experimental study of wave-induced particle velocities in fluid mud layer 査読

    Mohsen Soltanpour, Hadi Shamsnia, Tomaya Shibayama, Ryota Nakamura, Akifumi Tatekoji

    Coastal Engineering Proceedings   1 ( 35 )   28   2017年5月

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

    DOI: 10.9753/icce.v35.sediment.28

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  • Tralck analysis, simulation, and field survey of the 2013 Typhoon Haiyan storm surge 査読

    H. Takagi, M. Esteban, T. Shibayama, T. Mikami, R. Matsumaru, M. De Leon, N. D. Thao, T. Oyama, R. Nakamura

    JOURNAL OF FLOOD RISK MANAGEMENT   10 ( 1 )   42 - 52   2017年3月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)   出版者・発行元:WILEY  

    The authors have examined the characteristics of Typhoon Haiyan (Yolanda), which made landfall on the coast of the Philippines on November 2013, generating a substantial storm surge. In order to better understand the storm surge phenomenon, its nature and severity were analysed by means of a numerical simulation and a field survey. Unlike most other tropical cyclones that weaken before they hit land, Haiyan struck Leyte Island at near peak strength, with maximum sustained wind speeds of 160 knots, the strongest in the recorded history of the Western North Pacific. Haiyan approached very quickly with a forward speed of 41 km/ h towards Leyte, which was also the fastest among typhoons with similar intensities. As a result of these extreme gusts and the exceptionally low central pressure of the typhoon (895 hPa), Haiyan caused the largest storm surge in the recorded history of the Philippines. Numerical simulations show that the maximum storm surges occurred in Leyte Island and Samar Island. A stormsurge field survey conducted by the authors corroborated this, with maximum inundation height of 7 m recorded in Tacloban, located at the northern end of Leyte Gulf. The simulation results also corroborate the fact that water levels at some locations first lowered and then rapidly began to increase after an hour.

    DOI: 10.1111/jfr3.12136

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  • Comparison of Two Recent Storm Surge Events Based on Results of Field Surveys 査読

    Ryota Nakamura, Tomoya Shibayama, Takahito Mikami, Miguel Esteban, Hiroshi Takagi, Martin Maell, Takumu Iwamoto

    PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY AND AWAM INTERNATIONAL CONFERENCE IN CIVIL ENGINEERING (IGNITE-AICCE'17): SUSTAINABLE TECHNOLOGY AND PRACTICE FOR INFRASTRUCTURE AND COMMUNITY RESILIENCE   1892 ( 1 )   100002   2017年

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)   出版者・発行元:AMER INST PHYSICS  

    This paper compares two different types of storm surge disaster based on field surveys. Two cases: a severe storm surge flood with its height of over 5 m due to Typhoon Haiyan (2013) in Philippine, and inundation of storm surge around Nemuro city in Hokkaido of Japan with its maximum surge height of 2.8 m caused by extra-tropical cyclone are taken as examples. For the case of the Typhoon Haiyan, buildings located in coastal region were severely affected due to a rapidly increase in ocean surface. The non-engineering buildings were partially or completely destroyed due to their debris transported to an inner bay region. In fact, several previous reports indicated two unique features, bore-like wave and remarkably high speed currents. These characteristics of the storm surge may contribute to a wide-spread corruption for the buildings around the affected region. Furthermore, in the region where the surge height was nearly 3 m, the wooden houses were completely or partially destroyed. On the other hand, in Nemuro city, a degree of suffering in human and facility caused by the storm surge is minor. There was almost no partially destroyed residential houses even though the height of storm surge reached nearly 2.8 m. An observation in the tide station in Nemuro indicated that this was a usual type of storm surge, which showed a gradual increase of sea level height in several hours without possessing the unique characteristics like Typhoon Haiyan. As a result, not only the height of storm surge but also the robustness of the buildings and characteristics of storm surge, such as bore like wave and strong currents, determined the existent of devastation in coastal regions.

    DOI: 10.1063/1.5005734

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  • 台風・高潮強度を支配する大気・海洋物理環境場の特定とその影響評価 査読

    中村 亮太, 柴山 知也

    土木学会論文集B2(海岸工学)   72 ( 2 )   I_1495 - I_1500   2016年11月

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    記述言語:日本語   掲載種別:研究論文(学術雑誌)   出版者・発行元:公益社団法人 土木学会  

    気候変動後の具体的変化として想定される海水面温度(SST),対流圏及び成層圏の気温(TAT,SAT),相対湿度(RH)の変化が,台風とその高潮の強度に与える影響を評価した.CMIP5・RCP8.5シナリオにおけるアンサンブル平均SST,TAT・SAT,RHの将来変化量を独立に加味した疑似気候変動場で,メソ気象モデルを用いて台風を数値計算し,その結果を外力として高潮を算定した.先行研究と同様にSSTの上昇は台風・高潮強度を増加させた.一方でTAT・SATの変化は台風・高潮強度に負の影響を与えること,RHの変化は台風・高潮強度への影響が少ないことを数値モデルで明らかにした.TAT・SATの変化を考慮したケースでは,台風下の潜熱フラックスが減少していた.さらに,SSTが高く,TATが低い大気・海洋物理場は,台風・高潮強度を増加させる潜在的可能性があることを明らかにした.

    DOI: 10.2208/kaigan.72.I_1495

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  • A numerical experiment of super-typhoon and extreme storm surge under RCP 4.5 and RCP 8.5 scenarios 査読

    Ryota Nakamura, Tomoya Shibayama

    Proceedings of PIANC-COPEDEC IX, Rio de Janeiro, Brazil   2016年10月

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

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  • 東京湾における沿岸域災害対策の費用便益分析 査読

    大矢 淳, 柴山 知也, 中村 亮太, 岩本 匠夢

    土木学会論文集B3(海洋開発)   72 ( 2 )   I_880 - I_885   2016年10月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/jscejoe.72.I_880

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  • Future typhoon and storm surges under different global warming scenarios: case study of typhoon Haiyan (2013) 査読

    Ryota Nakamura, Tomoya Shibayama, Miguel Esteban, Takumu Iwamoto

    NATURAL HAZARDS   82 ( 3 )   1645 - 1681   2016年7月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)   出版者・発行元:SPRINGER  

    The present work evaluates potential future typhoon and storm surges around the islands of Samar and Leyte in the Philippines taking into account monthly mean sea surface temperatures, atmospheric air temperature, and relative humidity (hereafter, SST, AAT, and RH) from MIROC5 according to four scenarios proposed by IPCC AR5. Super-typhoon Haiyan (2013), which caused catastrophic damage to coastal areas in the Philippines due to its high winds and storm surge, was used as the case study storm given that it was one of the tropical cyclones recorded in modern history. In this study, the Advanced Research Weather Research and Forecasting Model (ARW-WRF) is used to estimate the characteristics of both the present-day Haiyan and a typhoon with a similar return period under the climate condition of the year 2100. The unstructured, Finite Volume Community Ocean Model (FVCOM) was used to estimate both the present and potential future storm surges. The research has two main focuses. First, both the historical event and its storm surge are simulated and contrasted with field measurements of the storm surge height in order to prove the accuracy of the model. Second, the future typhoon and storm surge are estimated using the monthly mean value differences in SST, AAT, and RH from MIROC5 between 2011-2020 and 2091-2100 for the different scenarios. The characteristics of the simulated typhoon route and storm surge heights agree well with those of the best track data and field measurements. The numerical results of the future typhoon show that, if climate change is considered to only increase SST, its intensity and storm surge will be larger than under the present climate. The minimum sea-level pressure (hereafter, MSLP) of the future typhoon under scenario RCP 8.5 would be about 21 hPa lower and the storm surge 2.7 m higher than in the present climate. However, if SST, AAT, and RH are also taken into account, then the increase in typhoon intensity will not be as marked as if only SST is considered, with the MSLP under RCP 8.5 decreasing only by 13 hPa and the storm surge increasing by 0.7 m. The results of the present research thus suggest that while increases in SST can contribute to the intensification of future typhoons, increases in AAT and RH will somehow moderate this effect. Nevertheless, all scenarios considered point out to stronger typhoons and higher storm surges, clearly highlighting the perils posed by future climate change.

    DOI: 10.1007/s11069-016-2259-3

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  • Storm Surge Heights and Damage Caused by the 2013 Typhoon Haiyan Along the Leyte Gulf Coast 査読

    Takahito Mikami, Tomoya Shibayama, Hiroshi Takagi, Ryo Matsumaru, Miguel Esteban, Nguyen Danh Thao, Mario De Leon, Ven Paolo Valenzuela, Takahiro Oyama, Ryota Nakamura, Kenzou Kumagai, Siyang Li

    COASTAL ENGINEERING JOURNAL   58 ( 1 )   1640005   2016年3月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)   出版者・発行元:WORLD SCIENTIFIC PUBL CO PTE LTD  

    Typhoon Haiyan (Yolanda) struck the islands of Leyte and Samar, the central part of the Philippines, on 8 November 2013, bringing large-scale devastation to coastal areas due to the high winds and large storm surge and waves associated with it. In order to obtain the distribution of storm surge heights and damage covering the wide stretch of affected coastline, the authors carried out a series of field surveys in the aftermath of the typhoon (in December 2013, May 2014, and October 2014). In the present paper, the authors detailed the results of these field surveys and summarized the characteristics of the storm surge and main causes of the damage, especially focusing on the Leyte Gulf coast, which is surrounded by the eastern coast of Leyte and the southern coast of Samar. Finally, the wide range of types of storm surge disasters were also discussed by comparing Typhoon Haiyan with other recent major events.

    DOI: 10.1142/S0578563416400052

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  • A Laboratory study on mud transport induced by solitary wave 査読

    Hadi Shamsnia, Mohsen Soltanpour, Tomoya Shibayama, Ryota Nakamura, Akifumi Tatekoji

    Proceedings of the 6th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab16)   2016年2月

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

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  • Storm surge and evacuation in urban areas during the peak of a storm 査読

    Hiroshi Takagi, Siyang Li, Mario de Leon, Miguel Esteban, Takahito Mikami, Ryo Matsumaru, Tomoya Shibayama, Ryota Nakamura

    COASTAL ENGINEERING   108   1 - 9   2016年2月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)   出版者・発行元:ELSEVIER SCIENCE BV  

    The present paper examines the impact of floodwater caused by the storm surge brought about by Typhoon Haiyan in 2013, focusing on downtown Tacloban in Leyte Island, the Philippines. A reliable numerical model for predicting such flooding was developed by calibrating the results of field investigations, including footage from a video clip taken during the storm surge. The simulation reveals that flow velocities along the streets in downtown Tacloban reached up to 7 m/s due to flow contraction along the high-density blocks of houses, and how water levels reached their peak in just 10 min. According to the depth-velocity product criteria, often used for evaluating the vulnerability of people and buildings to floodwaters, only 8% of the length of streets in downtown Tacloban were within the safe limits that allow pedestrian evacuation. Based on these findings, the present research concludes that pedestrian evacuation in the middle of a storm surge generated by a strong typhoon is a high-risk behavior. Thus, clearly and objectively, evacuation during this time should not be encouraged, even when seawater intrudes the houses of local residents. In this respect, it would appear imperative that prior to the arrival of the typhoon all residents should evacuate areas at risk of being flooded. Though the flood height was significant in the downtown area, the damage to these houses was limited. If it was not possible for some reason to evacuate prior to the arrival of the typhoon, those in solid houses should first consider vertical evacuation and the possibility that they could survive in their place, rather than courageously evacuating in an unpredictable water flow. (C) 2015 Elsevier B.V. All rights reserved.

    DOI: 10.1016/j.coastaleng.2015.11.002

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  • Future Projection of Storm Surge at Tokyo Bay under RCP 8.5 Scenario by Meteorological-Ocean-Tide Coupled Model 査読

    Takumu Iwamoto, Ryota Nakamura, Tomohiro Takagawa, Tomoya Shibayama

    AGU Fall Meeting Abstracts   2016年2月

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

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  • 2014年12月に北海道で発生した温帯低気圧による根室の高潮被害の現地調査と発生機構の解明 査読

    中村 亮太, 岩本 匠夢, 柴山 知也, 三上 貴仁, 松葉 俊哉, Martin MAELL, 舘小路 晃史, 田野倉 祐介

    土木学会論文集B3(海洋開発)   71 ( 2 )   I_31 - I_36   2015年10月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/jscejoe.71.I_31

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  • Storm surge due to 2013 Typhoon Yolanda (Haiyan) in Leyte Gulf, the Philippines

    Hiroshi Takagi, Mario De Leon, M Esteban, Takahito Mikami, Ryota Nakamura

    Handbook of coastal disaster mitigation for engineers and planners. Elseveir   133 - 144   2015年9月

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    記述言語:英語   掲載種別:学位論文(その他)  

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  • Typhoon Haiyan 2013 evacuation preparations and awareness 査読

    Miguel Esteban, Ven Paolo Valenzuela, Nam Yi Yun, Takahito Mikami, Tomoya Shibayama, Ryo Matsumaru, Hiroshi Takagi, Nguyen Danh Thao, Mario De Leon, Takahiro Oyama, Ryota Nakamura

    International Journal of Sustainable Future for Human Security   3   37 - 45   2015年5月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)  

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  • Field observation and numerical simulation of past and future storm surges in the Bay of Bengal: case study of cyclone Nargis 査読

    Khandker Masuma Tasnim, Tomoya Shibayama, Miguel Esteban, Hiroshi Takagi, Koichiro Ohira, Ryota Nakamura

    NATURAL HAZARDS   75 ( 2 )   1619 - 1647   2015年1月

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    記述言語:英語   掲載種別:研究論文(学術雑誌)   出版者・発行元:SPRINGER  

    Storm surges are one of the most important risks to coastal communities around the Bay of Bengal, and it is feared that the threat they pose will increase with climate change in the future. To understand the threats that these events pose, a summary of the field surveys performed in Yangon River Basin after cyclone Nargis in Myanmar in 2008 is presented. Though due to government restrictions survey activities were limited to the area near Yangon city, it was found out that the tide due to the storm surge was probably between 3 and 4 m high and travelled around 50 km upstream of the river mouth of Yangon River. Cyclone Nargis could be accurately reproduced using a numerical model that integrated weather, wave, coastal ocean models, and tide prediction system. The application of such an integrated model is relatively new for storm surge simulation and has never been used for the Bay of Bengal storms. The model was then used to also simulate future cyclones over the Bay of Bengal considering a future climate change scenario.

    DOI: 10.1007/s11069-014-1387-x

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  • Evaluation of Storm Surge Caused by Typhoon Yolanda (2013) and Using Weather - Storm Surge - Wave - Tide Model 査読

    Ryota Nakamura, Oyama Takahiro, Tomoya Shibayama, Esteban Miguel, Hiroshi Takagi

    8TH INTERNATIONAL CONFERENCE ON ASIAN AND PACIFIC COASTS (APAC 2015)   116   373 - 380   2015年

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)   出版者・発行元:ELSEVIER SCIENCE BV  

    This paper presents a comparison between numerically estimated storm surge invoked by typhoon Yolanda (2013) and field survey results. In order to estimate the typhoon more accurately, TC-Bogus scheme is used in typhoon simulation. This scheme has a potential to improve an initial atmospheric field and give a better results, in terms of routes and minimum sea surface pressure of the typhoon. In the results of calculated storm surge, a height of the estimated storm surge reached approximately 5.0 m at Tacloban. This value is a good agreement with the measured height. The timing of the storm surge was 00:00 UTC 8th November 2013. The estimated time of the storm surge invoked by Yolanda is almost the same with that of information from residents. Thus, the storm surge model composed of the WRF, FVCOM, SWAN and WX-tide has a potential to reproduce the storm surge realistically. (C) 2015 Published by Elsevier Ltd.

    DOI: 10.1016/j.proeng.2015.08.306

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  • Flood-Induced Debris Dynamics over a Horizontal Surface 査読

    J. Stolle, I. Nistor, N. Goseberg, T. Mikami, T. Shibayama, R. Nakamura, S. Matsuba

    Coastal Structures and Solutions to Coastal Disasters 2015: Tsunamis - Proceedings of the Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015   54 - 64   2015年

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)   出版者・発行元:American Society of Civil Engineers (ASCE)  

    This paper reports on an experimental test program investigating the motion and entrainment of flow-entrained debris. The motion of debris in large scale hydraulic events can cause severe damage to the impacted communities: the dynamic characteristics of the debris' motion is crucial in identifying high-risk areas in affected communities. Determining the motion of flow-entrained debris has been historically difficult to quantify as many traditional techniques, such as post-mortem site assessment, cannot provide sufficient information about the kinematic and environmental conditions that affect the debris motion. This paper presents a novel non-invasive system for tracking the 6 degrees-of-freedom debris motion. The experiments examined the effect of various debris configurations on their entrainment as well as their overall motion. Using video footage, the debris entrainment mechanisms and surrounding flow features common to all experiments were examined and using this tracking system, the motion of the debris was accurately tracked and further used to validate other debris spreading observed in real field conditions.

    DOI: 10.1061/9780784480311.006

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  • 気象-高潮-潮汐 結合モデルを用いた東京湾における RCP8. 5 シナリオ下での高潮予測 査読

    岩本匠夢, 中村亮太, 大山剛弘, 水上亮, 柴山知也

    土木学会論文集 B2 (海岸工学)   70 ( 2 )   I_1261 - I_1265   2014年11月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/kaigan.70.I_1261

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  • Typhoon Yolanda によるフィリピンの高潮被災の高潮追算と現地調査の比較 査読

    中村 亮太, 大山 剛弘, 柴山 知也, 松丸 亮, 高木 泰士, Miguel ESTEBAN, 三上 貴仁

    土木学会論文集B2(海岸工学)   70 ( 2 )   I_236 - I_240   2014年11月

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    記述言語:日本語   掲載種別:研究論文(学術雑誌)   出版者・発行元:Japan Society of Civil Engineers  

    The catastrophic typhoon "Yolanda" on Nov. 2013 invoked storm surge in the coastal area of the Philippines. The storm surge made the coastal regions to the devastation and maximum water height reached 5m in the Tacloban area. This paper presents the comparison between storm surge simulated results from atmospheric - storm surge- wave- tide coupled model and the observation measured by The 2013 Philippines Storm Surge Joint Survey Group headed up by Prof T. Shibayama. In this study, the TC-Bogus scheme is used in order to simulate accurate typhoon. The simulated storm surge results reached almost 5m in the Tacloban area. The coupled model including TC-Bogus scheme gives accurate simulations for estimating storm surge.

    DOI: 10.2208/kaigan.70.I_236

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    その他リンク: https://jlc.jst.go.jp/DN/JALC/10041329176?from=CiNii

  • Numerical Simulation of Cyclonic Storm Surges over the Bay of Bengal Using a Meteorology-Wave-Surge-Tide Coupled Model 査読

    Khandker Masuma Tasnim, Ohira Koichiro, Tomoya Shibayama, Miguel Esteban, Ryota Nakamura

    Coastal Engineering Proceedings   1 ( 34 )   26   2014年10月

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    記述言語:英語   掲載種別:研究論文(国際会議プロシーディングス)  

    DOI: 10.9753/icce.v34.currents.26

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  • 2013年台風Yolanda(Haiyan)による高潮災害の調査と分析 査読

    柴山 知也, 松丸 亮, 高木 泰士, Mario P. de Leon, Esteban Miguel, 三上 貴仁, 大山 剛弘, 中村 亮太

    土木学会論文集B3(海洋開発)   70 ( 2 )   I_1212 - I_1217   2014年10月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/jscejoe.70.I_1212

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  • 2013 年台風 Yolanda (Haiyan) の統計的分析および高潮の調査と数値解析 査読

    高木 泰士, 三上 貴仁, 柴山 知也, 松丸 亮, Mario P. de Leon, Esteban Miguel, Nguyen Danh Thao, 中村 亮太

    土木学会論文集B3(海洋開発)   70 ( 2 )   I_1206 - I_1211   2014年10月

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    掲載種別:研究論文(学術雑誌)  

    DOI: 10.2208/jscejoe.70.I_1206

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書籍等出版物

  • 海岸工学 -- よくわかる海岸と港湾

    柴山 知也, 高木 泰士, 鈴木 崇之, 三上 貴仁, 高畠 知行, 中村 亮太, 松丸 亮

    森北出版株式会社  2021年5月 

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  • 水理学解説 = Hydraulics

    柴山, 知也, 高木, 泰士, 鈴木, 崇之, 三上, 貴仁, 高畠, 知行, 中村, 亮太, 松丸, 亮

    コロナ社  2019年  ( ISBN:9784339052688

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    総ページ数:vii, 187p   記述言語:日本語

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MISC

  • Examination of analysis method for hydraulic model experiment utilizing rgbd images and dualsphysics.

    Miyashita, Y, Nakamura, R, Yazaki, S

    International Conference on Coastal Engineering (ICCE), Sydney, 2022   2022年12月

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  • Significant wave height prediction using transfer learning.

    Obara, Y, Nakamura, R

    International Conference on Coastal Engineering (ICCE), Sydney, 2022   2022年12月

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  • Future prediction of wind velocity and significant wave height in the completely ice-free arctic ocean under RCP8.5 scenario.

    Aoki, Y, Nakamura, R. Mäll, M

    International Conference on Coastal Engineering (ICCE), Sydney, 2022   2022年12月

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  • Psudo global warming experiments of beach morphological change: case study in niigata coast caused by typhoon Lupit (2021)

    Ohizumi, K, Nakamura, R, Katayama, D, Ito, S, Ishibashi, K, Kato, S

    International Conference on Coastal Engineering (ICCE), Sydney, 2022   2022年12月

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  • Simulation of drifting containers under dam-break waves on DualSPHysics.

    Yazaki, S, Nakamura, R, Nistor, I, Stolle, J

    International Conference on Coastal Engineering (ICCE), Sydney, 2022   2022年12月

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  • Experimental investigations into the effect of strong winds on wave overtopping.

    Inagaki, N, Shibayama, T, Ishibashi, K, Nakamura, R, Esteban, M

    International Conference on Coastal Engineering (ICCE), Sydney, 2022   2022年12月

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  • Extreme Cyclones and Storm Surges in the Past and Future Climates: A Sensitivity Study for the Baltic Sea Region.

    Mäll, M, Suursaar, U, Gomez, M, Nakamura, R

    The international Conference on IEEE Geoscience and Remote Sensing Society (GRSS).   2022年7月

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  • Field Surveys and Numerical Simulations of Beach Scarp in Niigata Coast, Japan.

    Ohizumi, K, Nakamura, R, Katayama, D, Ito, S, Ishibashi, K, Shigeru, K

    The international Conference on IEEE Geoscience and Remote Sensing Society (GRSS).   2022年7月

  • Correction to: Street-scale storm surge load impact assessment using fine-resolution numerical modelling: a case study from Nemuro, Japan (Natural Hazards, (2019), 99, 1, (391-422), 10.1007/s11069-019-03746-6)

    Ryota Nakamura, Martin Mäll, Tomoya Shibayama

    Natural Hazards   99   423 - 424   2019年10月

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    © 2019, Springer Nature B.V. This correction stands to correct two discrepancies reported to the publisher soon after publication. The authors and publisher regret the errors as they were caused by a proofing oversight and stress the following to be noted: First, under the Methods and Material section (3.4), where the erroneous equation is:(Formula presented.).

    DOI: 10.1007/s11069-019-03791-1

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  • Tralck analysis, simulation, and field survey of the 2013 Typhoon Haiyan storm surge

    H. Takagi, M. Esteban, T. Shibayama, T. Mikami, R. Matsumaru, M. De Leon, N. D. Thao, T. Oyama, R. Nakamura

    JOURNAL OF FLOOD RISK MANAGEMENT   10 ( 1 )   42 - 52   2017年3月

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    記述言語:英語   出版者・発行元:WILEY  

    The authors have examined the characteristics of Typhoon Haiyan (Yolanda), which made landfall on the coast of the Philippines on November 2013, generating a substantial storm surge. In order to better understand the storm surge phenomenon, its nature and severity were analysed by means of a numerical simulation and a field survey. Unlike most other tropical cyclones that weaken before they hit land, Haiyan struck Leyte Island at near peak strength, with maximum sustained wind speeds of 160 knots, the strongest in the recorded history of the Western North Pacific. Haiyan approached very quickly with a forward speed of 41 km/ h towards Leyte, which was also the fastest among typhoons with similar intensities. As a result of these extreme gusts and the exceptionally low central pressure of the typhoon (895 hPa), Haiyan caused the largest storm surge in the recorded history of the Philippines. Numerical simulations show that the maximum storm surges occurred in Leyte Island and Samar Island. A stormsurge field survey conducted by the authors corroborated this, with maximum inundation height of 7 m recorded in Tacloban, located at the northern end of Leyte Gulf. The simulation results also corroborate the fact that water levels at some locations first lowered and then rapidly began to increase after an hour.

    DOI: 10.1111/jfr3.12136

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  • A study on wave-induced particle velocities in fluid mud layer

    Mohsen Soltanpour, Hadi Shamsnia, Tomaya Shibayama, Ryota Nakamura, Akifumi Tatekoji

    Proceedings of the Coastal Engineering Conference   35   2016年1月

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    Cohesive sediments can be found in many coastal zones all over the world. The upper layer of these muddy coasts may be fluidized under the wave action. Fluid mud is also formed by settlement of fine particles when the waves and currents exert a small shearing stress on the bed. When the waves pass over the fluid mud layer, it absorbs wave energy and, in turn, moves due to the wave action. The present study offers a numerical and experimental study of wave-mud interaction on a horizontal bed. A number of wave flume laboratory tests are presented to investigate wave attenuation, particle velocities in fluid mud layer and mud mass transport under different wave characteristics. The laboratory results are also compared with a developed semi-Analytical model.

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  • Ensemble forecast of extreme storm surge: A case study of 2013 typhoon haiyan

    Ryota Nakamura, Tomoya Shibayama

    Proceedings of the Coastal Engineering Conference   35   2016年1月

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    The object of this study is to evaluate an ensemble forecast of extreme storm surge by using a case of Typhoon Haiyan (2013) and its associated storm surge. A simple numerical model composed of ARW-WRF, FVCOM and SWAN is employed as a forecast system for storm surge. This ensemble system can successfully forecast storm surge 3-4 days before it happened. However, the typhoons in almost all ensemble members were underpredicted probably because of its difficulty in forecasting a track and central pressure of highly intense typhoon. This leads to the underestimation of a prediction of storm surges around Leyte Gulf. Compensating the underestimation of forecasted extreme storm surge, it can be important to not only examine the ensemble mean among members but also consider the phase-shifted manipulation and the worst ensemble member in the case where the extreme storm surge is forecasted. In addition, the ensemble forecast system can have a potential to determine the time at which the peak of extreme surge appears with a high precision.

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  • Influence of historical bathymetric changes due to urbanization on the vulnerability of storm surge in Tokyo bay

    Akifumi Tatekoji, Ryota Nakamura, Tomoya Shibayama

    Proceedings of the Coastal Engineering Conference   35   2016年1月

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    In this study, the influence of historical changes on bathymetry to the intensity and features of the storm surge in the Tokyo Bay is evaluated using the meteorology-ocean-Tide models. In detail, storm surge of 1917 is reproduced using an artificial Taisho Typhoon of 1917 in order to quantify the influence of bathymetric changes. This paper possesses two important findings. The first is that past storm surge occurred mainly because of shallow water area spanning over the inner bay which can be characteristics of past bathymetry. The second is that the high vulnerable area affected by storm surge has been shifted from mudflat shallow area in the inner bay to the below-sea-level inland area, due to landfill and urbanization which have continued approximately 100 years after the storm. As a conclusion, the bathymetry shifting due to human activity has a great influence to changing the effects of coastal disasters even in the same location.

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  • Storm surge due to 2013 typhoon Yolanda (Haiyan) in Leyte Gulf, the Philippines

    Hiroshi Takagi, Mario De Leon, Miguel Esteban, Takahito Mikami, Ryota Nakamura

    Handbook of Coastal Disaster Mitigation for Engineers and Planners   133 - 144   2015年7月

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    記述言語:英語   出版者・発行元:Elsevier Inc.  

    DOI: 10.1016/B978-0-12-801060-0.00008-3

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  • Flood-Induced Debris Dynamics over a Horizontal Surface

    J. Stolle, I. Nistor, N. Goseberg, T. Mikami, T. Shibayama, R. Nakamura, S. Matsuba

    Coastal Structures and Solutions to Coastal Disasters 2015: Tsunamis - Proceedings of the Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015   54 - 64   2015年

     詳細を見る

    記述言語:英語   出版者・発行元:American Society of Civil Engineers (ASCE)  

    This paper reports on an experimental test program investigating the motion and entrainment of flow-entrained debris. The motion of debris in large scale hydraulic events can cause severe damage to the impacted communities: the dynamic characteristics of the debris' motion is crucial in identifying high-risk areas in affected communities. Determining the motion of flow-entrained debris has been historically difficult to quantify as many traditional techniques, such as post-mortem site assessment, cannot provide sufficient information about the kinematic and environmental conditions that affect the debris motion. This paper presents a novel non-invasive system for tracking the 6 degrees-of-freedom debris motion. The experiments examined the effect of various debris configurations on their entrainment as well as their overall motion. Using video footage, the debris entrainment mechanisms and surrounding flow features common to all experiments were examined and using this tracking system, the motion of the debris was accurately tracked and further used to validate other debris spreading observed in real field conditions.

    DOI: 10.1061/9780784480311.006

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  • Numerical simulation of cyclonic storm surges over the bay of bengal using a meteorology-wave-surge-tide coupled model

    Khandker Masuma Tasnim, Koichiro Ohira, Tomoya Shibayama, Miguel Esteban, Ryota Nakamura

    Proceedings of the Coastal Engineering Conference   2014-January   2014年1月

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    The purpose of this study was to evaluate the performance of an integrated meteorology and storm surge model for both the hind casting and prediction of future climate change intensified cyclones over the Bay of Bengal. This meteorology based storm surge model was developed and applied by integrating a mesoscale WRF model with the wave model SWAN and coastal ocean model FVCOM. The coupled model could capture the actual phenomena of historical cyclone Nargis, which made landfall in Myanmar in 2008, accurately and reproduce the total water level rise due to this event. The model was then used to also simulate future cyclones over the Bay of Bengal taking into account climate change by the year 2100.

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受賞

  • 令和二年度土木学会論文賞

    2021年5月   飛来塩分環境下にあるコンクリートの表面塩化物イオン濃度評価式の検討

    佐伯竜彦, 富山潤, 中村文則, 中村亮太, 花岡大伸, 安琳, 佐々木厳, 遠藤裕丈

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共同研究・競争的資金等の研究

  • 北極圏の沿岸防災に関するカナダとの国際共同研究

    研究課題/領域番号:20KK0107

    2020年10月 - 2026年3月

    制度名:科学研究費助成事業 国際共同研究加速基金(国際共同研究強化(B))

    研究種目:国際共同研究加速基金(国際共同研究強化(B))

    提供機関:日本学術振興会

    柴山 知也, 高畠 知行, 三上 貴仁, 中村 亮太

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    配分額:18720000円 ( 直接経費:14400000円 、 間接経費:4320000円 )

    オタワ大学のニストール教授と協力して研究を進めた。コロナウィルスの伝播の影響により、直接には訪問できなかったため、密接に連絡を取りつつ研究を進めた。全体として、北極圏の気候、高波、高潮モデルの高度化を行い、PolarWRFとFVCOM-SWAVEを組み合わせた数値モデルの開発を進めた。風の算定までは概ねできるようになり、温暖化後に氷が消失した後の地形を再現するための地形のモデル内での再現を進めた。波浪については, 観測ステーションにおける計測結果が限られているために,観測衛星による観測値を比較対象として使用する可能性を検討するため、波浪観測ができる衛星のデータを入手し、解析を進めている。カナダの北極圏沿岸域では氷山崩壊など地すべりによる津波の危険性があるため、これを考慮できるモデルの開発を進め、3次元固気液三相流体解析ツール(OpenFOAM)を用いた数値解析を応用している。氷山崩壊による津波発生機構については、津波水槽を用いた実験結果も用いて研究を進めた。部分的に水没した地すべり津波を対象とした3次元室内実験を行い,津波の特性を調べるとともに,発生する津波の水面高さの予測式を開発した.その結果、地すべり滑走方向に発生する波は横方向に発生する波よりも高いが、その他の波の性質は大きく変化しないことがわかった。実験結果に基づき,予測式を導出し,部分的に浸水した地すべり津波の高さを正確に推定できることを確認した。導き出された予測式は、迅速な津波危険度評価を行う際に有用である。災害に関する基礎知識や地域での災害の備えは、避難行動の特性に大きな影響を与えると考えられるため、状況を地域ごとに正確に把握し、避難行動モデルに反映させていく必要がある。北極圏に住む人々の災害意識や備えの程度を分析した例は過去にないため、まず避難行動モデルの作成を進めた。

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  • 極端外力にともなう河口砂州の地形変化機構の解明 -新潟県荒川河口を対象として-

    2020年4月 - 2021年3月

    制度名:河川基金助成事業(若手研究者)

    提供機関:公益社団法人 河川財団

    中村亮太

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  • 超高解像度波浪・高潮数値計算を用いた浸水域統合リスク評価法の構築

    研究課題/領域番号:19K15098

    2019年4月 - 2022年3月

    制度名:科学研究費助成事業 若手研究

    研究種目:若手研究

    提供機関:日本学術振興会

    中村 亮太

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    配分額:2730000円 ( 直接経費:2100000円 、 間接経費:630000円 )

    本研究では,漂流物等を考慮した超高解像度波浪・高潮数値計算を用いた浸水域統合リスク評価法を構築することを目的とした.実スケールの数値計算では,2014年根室で発生した高潮浸水を対象として,構造物を1軒1軒考慮した超高解像度数値計算を行った.また,コンテナ漂流が発生した大阪湾における2019年台風21号による高潮浸水を再現した.算定されたコンテナの漂着位置は現地調査と符合していた.実験スケールにおける固体流体相互練成場の再現も数値計算モデルにより行い,計測結果と符合する数値計算結果を得られた.以上のように漂流物を考慮した超高解像度波浪・高潮数値計算を用いた浸水域統合リスク評価法を構築できた.

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  • 数値計算と現地調査に基づく離岸堤・潜堤の津波防災対策としての機能評価 -新潟海岸を対象として-

    2019年4月 - 2020年3月

    制度名:試験研究費助成

    提供機関:公益財団法人 内田エネルギー科学振興財団

    中村亮太

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  • 熱帯低気圧にともなうメソスケール沿岸域土砂輸送機構の解明

    2017年8月 - 2019年4月

    制度名:科学研究費補助金 研究活動スタート支援

    提供機関:日本学術振興会

    中村 亮太

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    担当区分:研究代表者  資金種別:競争的資金

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  • 教育研究活性化経費 若手研究

    2017年4月 - 2018年3月

    制度名:学内競争的経費

    提供機関:豊橋技術科学大学

    中村 亮太

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    担当区分:研究代表者  資金種別:競争的資金

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  • データ同化を用いたアンサンブル高潮予報手法の提案と巨大高潮が持つ段波構造の解明

    2016年4月 - 2017年3月

    制度名:科学研究費補助金 特別研究員奨励費

    提供機関:日本学術振興会

    中村 亮太

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    担当区分:研究代表者  資金種別:競争的資金

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  • 減災研究の国際展開のための災害研究基盤の形成

    2013年4月 - 2018年3月

    制度名:私立大学ブランディング事業

    提供機関:文部科学省

    柴山 知也

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    資金種別:競争的資金

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担当経験のある授業科目(researchmap)

  • 測量実習I

    機関名:豊橋技術科学大学

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  • 環境実験

    機関名:豊橋技術科学大学

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  • 水工学演習

    機関名:豊橋技術科学大学

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担当経験のある授業科目

  • 卒業研修

    2022年
    -
    現在
    機関名:新潟大学

  • 卒業研究

    2022年
    -
    現在
    機関名:新潟大学

  • 技術英語II

    2021年
    -
    現在
    機関名:新潟大学

  • 卒業研究又は設計

    2020年
    -
    現在
    機関名:新潟大学

  • 海岸環境工学特論

    2020年
    -
    現在
    機関名:新潟大学

  • 海岸工学

    2020年
    -
    現在
    機関名:新潟大学

  • 社会基盤プロジェクト・マネージメント

    2020年
    -
    現在
    機関名:新潟大学

  • 社会基盤工学概論

    2020年
    -
    現在
    機関名:新潟大学

  • リメディアル演習

    2020年
    -
    現在
    機関名:新潟大学

  • 測量学実習(工)

    2019年
    -
    現在
    機関名:新潟大学

  • 水理学及び演習I

    2019年
    -
    現在
    機関名:新潟大学

  • 工学リテラシー入門(力学分野)

    2019年
    -
    現在
    機関名:新潟大学

  • 社会基盤設計基礎

    2019年
    -
    現在
    機関名:新潟大学

  • 社会基盤工学実験II

    2019年
    -
    現在
    機関名:新潟大学

  • 卒業研修又は基礎設計

    2019年
    -
    現在
    機関名:新潟大学

  • 卒業研修

    2019年
    機関名:新潟大学

▶ 全件表示