JDR Vol.17 No.6 pp. 877-888
doi: 10.20965/jdr.2022.p0877


Development of an Inundation Model for Creating Industrial Park-Scale Risk Information for Area-BCM

Daiki Kakinuma*,†, Mamoru Miyamoto*, Yosuke Nakamura**, Anurak Sriariyawat***, and Supattra Visessri***

*International Centre for Water Hazard and Risk Management under the auspices of UNESCO (ICHARM), Public Works Research Institute (PWRI)
1-6 Minamihara, Tsukuba, Ibaraki 305-8516, Japan

Corresponding author

**Mitsui Consultants Co., Ltd., Tokyo, Japan

***Department of Water Resource Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand

November 26, 2021
April 21, 2022
October 1, 2022
Chao Phraya River, business continuity planning (BCP), business continuity management (BCM), flood inundation, two-scale model

The 2011 flood on the Chao Phraya River in Thailand caused enormous damage. The damage was greatest to the industrial sector, accounting for more than 70% of the estimated economic damage, and the resulting disruption of the supply chains of global companies has spread not only throughout Thailand but to other countries around the world. In order to reduce such damage, it is necessary to prepare a flood manual that makes use of past flood experiences or a business continuity planning (BCP) that assumes floods. In addition, business continuity management (BCM) is needed to establish and enhance BCP. Thus, it is essential to obtain flood information on the scale of an industrial park. Therefore, in this study, to provide detailed flood information as above, in addition to a flood inundation analysis model for the Chao Phraya River Basin, a detailed model on the scale of an industrial park was developed. Specifically, we developed a 40 m mesh industrial park-scale model based on survey data using a local aerial laser and the local river channel shape. Furthermore, using the flood discharge and river discharge output obtained from a 1 km mesh model of the Chao Phraya River Basin as inputs for the industrial park scale model for the surrounding boundary conditions, we obtained a more precise inundation analysis. As a result, the flood risk information obtained from the above analysis model can be useful for BCP/BCM. In addition, detailed flood risk information such as road inundation conditions can be obtained at any location, which could be useful in creating evacuation plans for employees.

Cite this article as:
D. Kakinuma, M. Miyamoto, Y. Nakamura, A. Sriariyawat, and S. Visessri, “Development of an Inundation Model for Creating Industrial Park-Scale Risk Information for Area-BCM,” J. Disaster Res., Vol.17 No.6, pp. 877-888, 2022.
Data files:
  1. [1] Asian Disaster Reduction Center (ADRC), “Thailand Country Profiles 2011,” [accessed November 1, 2021]
  2. [2] The World Bank, “Thai Flood 2011: Rapid Assessment for Resilient Recovery and Reconstruction Planning,” 2012.
  3. [3] H. Baba, T. Watanabe, K. Miyata, and H. Matsumoto, “Area Business Continuity Management, A New Approach to Sustainable Local Economy,” J. Disaster Res., Vol.10, No.2, pp. 204-209, doi: 10.20965/jdr.2015.p0204, 2015.
  4. [4] SATREPS Area-BCM, [accessed November 1, 2021].
  5. [5] Science and Technology Research Partnership for Sustainable Development (SATREPS), “Regional Resilience Enhancement through Establishment of Area-BCM at Industry Complexes in Thailand,” [accessed November 1, 2021].
  6. [6] S. Vongvisessomjai, “Flood Mitigation Master Plan for Chao Phraya Delta,” 4th INWEPF Steering Meeting and Symp. (INWEPF 2007), 2007.
  7. [7] 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,” Hydrological Research Letters, Vol.6, pp. 41-46, doi: 10.3178/HRL.6.41, 2012.
  8. [8] T. Tebakari, J. Yoshitani, and P. Suvanpimol, “Impact of Large-Scale Reservoir Operation on Flow Regime in the Chao Phraya River Basin, Thailand,” Hydrological Processes, Vol.26, No.16, pp. 2411-2420, doi: 10.1002/hyp.9345, 2012.
  9. [9] D. Komori, C. M. Mateo, A. Saya, S. Nakamura, M. Kiguchi, P. Klinkhachorn, T. Sukhapunnaphan, A. Champathong, K. Takeya, and T. Oki, “Application of the Probability Evaluation for the Seasonal Reservoir Operation on Flood Mitigation and Water Supply in the Chao Phraya River Watershed, Thailand,” J. Disaster Res., Vol.8, No.3, pp. 432-446, doi: 10.20965/jdr.2013.p0432, 2013.
  10. [10] T. Sayama, Y. Tatebe, and S. Tanaka, “An Emergency Response-Type Rainfall-Runoff-Inundation Simulation for 2011 Thailand Floods,” J. of Flood Risk Management, Vol.10, No.1, pp. 65-78, doi: 10.1111/jfr3.12147, 2017.
  11. [11] Japan External Trade Organization (JETRO), “Business Conditions of Japanese Companies in Thailand After the Flood,” 2012, (in Japanese) [accessed November 1, 2021]
  12. [12] Japan External Trade Organization (JETRO), “Prospect of Flood Damage Expansion – Significant Impact on Japanese Companies –,” October 11, 2011, (in Japanese) [accessed November 1, 2021].
  13. [13] Y. Hagiwara, D. Kuribayashi, T. Okazumi, and T. Nakasu, “Characteristics of the Chain-Reaction Damage of the Japanese Firms Affected by the 2011 Thai Flood,” Advances in River Engineering, Vol.20, pp. 397-402, 2014 (in Japanese).
  14. [14] T. Sayama, G. Ozawa, T. Kawakami, S. Nabesaka, and K. Fukami, “Rainfall-Runoff-Inundation Analysis of the 2010 Pakistan Flood in the Kabul River Basin,” Hydrological Science J., Vol.57, No.2, pp. 298-312, doi: 10.1080/02626667.2011.644245, 2012.
  15. [15] D. Yamazaki, D. Ikeshima, J. Sosa, P. D. Bates, G. H. Allen, and T. M. Pavelsky, “MERIT Hydro: A High-Resolution Global Hydrography Map Based on Latest Topography Dataset,” Water Resources Research, Vol.55, No.6, pp. 5053-5073, doi: 10.1029/2019WR024873, 2019.
  16. [16] J. E. Nash and J. V. Sutcliffe, “River Flow Forecasting Through Conceptual Models Part I – A Discussion of Principles,” J. of Hydrology, Vol.10, No.3, pp. 282-290, 1970.
  17. [17] R. Ragab, D. Moidinis, J. Albergel, J. Khouri, A. Drubi, and S. Nasri, “The HYDROMED Model and its Application to Semi-Arid Mediterranean Catchments with Hill Reservoirs 2: Rainfall-Runoff Model Applications to Three Mediterranean Hill Reservoirs,” Hydrology and Earth System Sciences, Vol.5, No.4, pp. 544-562, 2001.

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