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JDR Vol.8 No.3 pp. 415-423
(2013)
doi: 10.20965/jdr.2013.p0415

Paper:

Development of a Flow Routing Model Including Inundation Effect for the Extreme Flood in the Chao Phraya River Basin, Thailand 2011

Supattana Wichakul, Yasuto Tachikawa, Michiharu Shiiba,
and Kazuaki Yorozu

Department of Civil and Earth Resources Engineering, Kyoto University, Kyotodaigakukatsura, Nishikyo-ku, Kyoto 615-8540, Japan

Received:
February 25, 2013
Accepted:
April 22, 2013
Published:
June 1, 2013
Keywords:
flow routing model, dam operation model, inundation model, Chao Phraya River Basin
Abstract
In the second half of 2011, massive flooding in the lower part of the Yom and Nan River Basins and the Chao Phraya River Basin resulted in tremendous loss and adversely impacted on the livelihood, society, and economy of Thailand. The development of reliable and efficient prediction tools is important for prevent similar occurrences in the future. Consequently, this study thus aimed to develop an applicable distributed flow routing model including the inundation effect. A flow routing model using a kinematic wave equation was modified based on the concept of a diffusive tank model, which included the inundation effect. Overbank flow was estimated by using a broad crested weir equation. The inundation model had ten parameters that provided a good fit for observed and simulated discharge in 2011 at the C.2 Station with a Nash-Sutcliffe efficiency of 0.91.
Cite this article as:
S. Wichakul, Y. Tachikawa, M. Shiiba, and K. Yorozu, “Development of a Flow Routing Model Including Inundation Effect for the Extreme Flood in the Chao Phraya River Basin, Thailand 2011,” J. Disaster Res., Vol.8 No.3, pp. 415-423, 2013.
Data files:
References
  1. [1] ThaiMinistry of Interior.
    http://disaster.go.th/dpm/flood/news/news_thai/EOCReport20JAN.pdf (in Thai) [accessed January 20, 2012]
  2. [2] World Bank, “The World Bank Supports Thailand’s Post-Floods Recovery Effort,”
  3. [3] P. B. Hunukumbura and Y. Tachikawa, “River Discherge Projection under Climate Change in the Chao Phraya River Basin,” J. of the Meteorological Society of Japan, Vol.90(A), pp. 137-150, 2012.
  4. [4] T. Ogata, O. C. S. Valeriano, C. Yoshimura,W. Liengcharernsit, and Y. Hirabayashi, “Past and Future hydrological simulations of Chao Phraya River Basin,” J. Japan Soc. of Civil Eng., B1 (Hydraulic Eng.), Vol.68, No.4, pp. I 97-I 102, 2012.
  5. [5] S. Kure and T. Tebakari, “Hydrological impact of regional climate change in the Chao Phraya River Basin, Thailand,” Hydrological Research Letters, Vol.6, pp. 53-58, 2012.
  6. [6] S. Wichakul, Y. Tachikawa, M. Shiiba, and K. Yorozu, “Developing a regional distributed hydrological model for water resources assessment and it application to the Chao Phraya River Basin,” J. Japan Soc. of Civil Eng., B1 (Hydraulic Eng.), Vol.69, No.4, pp. I 43-I 48, 2013.
  7. [7] Royal Irrigation Department, Ministry of Agriculture and Cooperative of Thailand, “Study of Chao Phraya River Basin Management Project,” Executive Report, 2000 (in Thai).
  8. [8] D. Komori, S. Nakamura, M. Kiguchi, A. Nishijima, D. Yamazaki, S. Suzuki, A. Kawasaki, K. Oki, and T. Oki, “Characteristics of the 2011 Chao Phraya River flood in Central Thailand,” Hyrological Research Letters, Vol.6, pp. 41-46, 2012.
  9. [9] R. J. Zhao, Y. L. Zhuang, L. R.Fang, X. R. Liu, and Q. S. Zhang, “The Xinanjiang model,” Hydrological Forecasting Proc., Oxford Symp., Int. Assoc. of Hydrological Sciences, Vol.129, pp. 351-356, 1980.
  10. [10] Nirupama, Y. Tachikawa, M. Shiiba, and T. Takasao, “A Simple Water Balance Model for aMesoscale Catchment Based on Heterogeneous Soil Water Storage Capacity,” Bull. Disas.Prev. Res. Inst., Kyoto Univ., Vol.45, No.391, pp. 61-83, 1996.
  11. [11] Y. Tachikawa, S. Takino, Y. Fujioka, K. Yorozu, S. Kim, and M. Shiiba, “Projection of river discharge of Japanese river basins under a climate change scenario,” J. Japan Soc. of Civil Eng., B1 (Hydraulic Eng.), Vol.67, No.1, pp. 1-15. 2011 (in Japanese).
  12. [12] USGS, http://hydrosheds.cr.usgs.gov/ [accessed 2011]
  13. [13] Electricity Generating of Authority of Thailand,
    http://www.sirikitdam.egat.com, http://www.bhumiboldam.egat .com (in Thai) [accessed Aug. 29, 2012]
  14. [14] R. Moussa and C. Bocquillon, “On the use of the diffusive wave for modelling extreame flood events with overbank flow in the floodplain,” J. of Hydrology, Vol.374, pp. 116-135, 2009.

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