RELATIONSHIP BETWEEN HOUSE DAMAGE AND VARIATION IN BREACH WIDTH USING AN COUPLED NUMERICAL MODEL FOR RIVER FLOW AND FLOODING FLOW - EXAMPLE OF THE 2015 KINU RIVER FLOODING -

Author:

YOSHII Shoma1,KUBOTA Riku1,KASHWADA Jin2,KAMATA Naoki1,SUZUKI Sosuke1,NIHEI Yasuo2

Affiliation:

1. 東京理科大学大学院 創域理工学研究科社会基盤工学専攻

2. 東京理科大学 創域理工学部社会基盤工学科

Publisher

Japan Society of Civil Engineers

Reference12 articles.

1. 1) 尾形勇紀,堀田祥矢,伊藤毅彦,井上隆,太田皓陽,小野村史穂,二瓶泰雄:令和2年7月豪雨における球磨川流域の洪水氾濫・建物被災状況と人的被害の関係,土木学会論文集 B1(水工学) Vol. 77,No. 2,pp. I_457-I_462,2021. [Ogata, Y., Hotta, Y., Ito, T.,Inoue, T., Oota, K., Onomura, S. and Nihei, Y.:Relation Between Inundation, Building Damage and Human Damage, In The Kuma River Due to Reiwa 2 July Heavy Rain, Annual Journal of Hydraulic Eng., Vol. 77, No. 2,pp. I_457-I_462, 2021.]

2. 3) Nihei, Y., Shinohara, A., Ohta, K., Maeno, S., Akoh, R., Akamatsu, Y., Komuro, T., Kataoka, T., Onomura, S. and Kaneko, R. : Flooding Along Oda River Due to the Western Japan Heavy Rain in 2018, J. Disaster Research, Vol. 14, No. 6, pp. 874-885, 2019.

3. 5) 佐藤智,今村文彦,首藤伸夫:洪水氾濫の数値計算および家屋被害について‐8610号台風による吉田川の場合‐,水理講演会論文集,Vol. 33,pp. 331-336,1989.[Sato, S., Imamura, F. and Shuto, N.:Numerical simulation of flood and damage to houses-a case in the Yoshida River due to Typhoon No. 8610-, Proc. of the Japanese Conf. on Hydraulics, Vol. 33, pp. 331-336, 1989.]

4. 6) 鈴木進吾,越村俊一,原田賢治,岡本学,福留邦洋,菅磨志保,河田恵昭:2004年7月新潟豪雨水害の災害調査による家屋被害関数の構築,水工学論文集,Vol. 49,pp. 439-444,2005.[Suzuki, S., Koshimura, S., Harada, K., Okamoto, M., Fukutome, K., Suga, M. and Kawata, Y.:Development of fragility function for wooden house obtained from the field investigation of flood disaster due to July 13, 2004 Niigata heavy rainfall, Annual Journal of Hydraulic Eng., Vol. 49, pp. 439-444, 2005.]

5. 7) Xian, S., Lin, N. and Kunreuther, H. : Optimal house elevation for reducing flood-related losses, J. Hydrology, Vol. 548, pp. 63-74, 2017.

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