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JDR Vol.12 No.1 pp. 176-186
(2017)
doi: 10.20965/jdr.2017.p0176

Paper:

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Study on the Characteristics of Rainfall Runoff in the Kinugawa River Basin and the Evacuation Behavior of the Residents at the Time of Kanto and Tohoku Flood Disaster in September, 2015

Yoshimasa Morooka* and Tadashi Yamada**

*Department of Civil and Environmental Engineering, Graduate School of Science and Engineering, Chuo University
1-13-27 Kasuga, Bunkyo-ku, Tokyo, Japan

**Department of Civil and Environmental Engineering, Faculty of Science and Engineering, Chuo University
1-13-27 Kasuga, Bunkyo-ku, Tokyo, Japan

Received:
August 8, 2016
Accepted:
November 5, 2016
Published:
February 1, 2017
Creative Commons License
Keywords:
flood disaster, flood simulation, rainfall-runoff analysis, evacuation behavior, kinugawa river
Abstract
This paper discusses the Kinugawa River basin, where an overflow and overtopping of the embankment along with its eventual collapse occurred, resulting in a large-scale inundation during the Kanto and Tohoku Flood Disaster in September 2015. The spatial-temporal characteristics of rainfall, characteristics of rainfall runoff, and evacuation behavior of the residents are investigated and analyzed.
Cite this article as:
Y. Morooka and T. Yamada, “Study on the Characteristics of Rainfall Runoff in the Kinugawa River Basin and the Evacuation Behavior of the Residents at the Time of Kanto and Tohoku Flood Disaster in September, 2015,” J. Disaster Res., Vol.12 No.1, pp. 176-186, 2017.
Data files:
References
  1. [1] Ministry of Land, Infrastructure, Transport and Tourism, A Report of Flood Disaster and Restoration Concerning About Kanto and Tohoku Flood Disaster in September, 2015.
  2. [2] P. C. Shakti, R. Misumi, T. Nakatani, K. Iwanami, M. Maki, T. Maesaka, and K. Hirano, “Accuracy of Quantitative Precipitation Estimation Using Operational Weather Radars: A Case Study of Heavy Rainfall on 9–10 September 2015 in the East Kanto Region, Japan,” J. Disaster Res., Vol.11, No.5, pp. 1003-1016, 2016.
  3. [3] K. Hashimoto and I. Sato, “Study on the Accuracy of Areal rainfall and the number of rain gauge,” Civil Engineering J., pp. 16-12, 1974.
  4. [4] T. Yamada, “Studies on Nonlinear Runoff in Mountainous Basins,” Annual J. of Hydraulic Engineering, JSCE, Vol.47. pp. 259-264, 2003.
  5. [5] K. Shimura, N. Ohara, H. Matsuki, and T. Yamada, “Studies on Runoff Characteristics of the Large-scale Channel Network Using a Physically Based Model,” J. Japan Soc. Hydrol. & Water Rescor. Vol.14, No.3, pp. 217-288, 2001.
  6. [6] M. Suzuki, “The Properties of a Base-Flow Recession on Small Mountainous Watersheds (I) Numerical Analysis Using the Saturated Unsaturated Flow Model,” J. Jap. For. Soc. Vol.66, pp. 174-182, 1984.
  7. [7] M. Suzuki, “The Properties of a Base-Flow Recession on Small Mountainous Watersheds (II) Numerical Analysis Using the Saturated Unsaturated Flow Model,” J. Jap. For. Soc. Vol.66, pp. 211-218, 1984.
  8. [8] J. Kubota, Y. Fukushima, and M. Suzuki, “Observation and Modeling of the Runoff Process on a Hillslope Water Budget and Location of the Groundwater Table and Its Rising,” J. Jap. For. Soc., Vol.70, pp. 381-389, 1988.
  9. [9] K. Yoshimi and T. Yamada, “Application of Runoff Analysis Model Considering Vertical Infiltration to Long and Short term Runoff,” Annual J. of Hydraulic Engineering, JSCE, Vol.70, No.4, Cpp.I_367-I_372, 2014.

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Last updated on Apr. 18, 2024