Numerical Simulation of Landslide Dam Deformation by Overtopping Flow

Author:

AKAZAWA Fumiaki1,IKEDA Akikazu1,HAYAMI Satoshi1,HARADA Norio2,SATOFUKA Yoshifumi1,MIYATA Shusuke3,TSUTSUMI Daizo3

Affiliation:

1. Department of Science and Engineering, Ritsumeikan University

2. Department of Erosion Control Engineering, Mitsui Consultants Co., Ltd.

3. Disaster Prevention Research Institute, Kyoto University

Publisher

Japan Society of Erosion Control Engineering

Reference5 articles.

1. Oda, A., Mizuyama, T., Hasegawa, Y., Mori, T., and Kawada, K. (2006): Experimental study of process and outflow rate when landslide dams outburst, Journal of the Japan Society of Erosion Control Engineering, Vol.59, No.1, pp.29–34, 2006.

2. Satofuka, Y., Yoshino, K., Mizuyama, T., Ogawa, K., Uchikawa, T., and Mori, T. (2007): Prediction of floods caused by landslide dam collapse, Journal of Hydroscience and Hydraulic Engineering, Vol. 51, pp. 901–906.

3. Takahama, J., Fujita, Y., and Yasuhiro, K. (2000): Analysis method of transitional flow from debris flow to sediment sheet flow, Journal of Hydroscience and Hydraulic Engineering, Vol. 44, pp. 683–686.

4. Takahashi, T. and Nakagawa, H. (1993): Flood and debris flow hydrograph due to collapse of a natural dam, Journal of Hydroscience and Hydraulic Engineering, Vol. 12, pp. 41–49.

5. Takahashi, T. and Satofuka, Y. (2002): Generalized theory of stony and turbulent muddy debris-flow and its practical model, Journal of the Japan Society of Erosion Control Engineering, Vol. 55, No. 3, pp. 33–42.

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