Case Studies
Apr 23, 2018

Large-Scale Flood-Inundation Modeling in the Mekong River Basin

Publication: Journal of Hydrologic Engineering
Volume 23, Issue 7

Abstract

Flood impacts threaten the socioeconomic conditions of peoples’ lives in the Mekong River Basin. In this study, the rainfall-runoff-inundation (RRI) model, capable of simulating rainfall runoff and flood inundation simultaneously, was used to enhance understanding of flooding characteristics in this region by using grid-satellite-based rainfall. Input data for the simulation included HydroSHEDS topographic data, APHRODITE precipitation data, MODIS land use data, and river cross sections. Moreover, the shuffled complex evolution developed at The University of Arizona (SCE-UA) global optimization method was integrated with the RRI model to calibrate sensitive parameters. In this study, the flood event in 2000 has been selected in the Mekong River Basin. The simulation results were compared with observed discharges at monitoring stations along the river and an inundation map from Landsat 7 satellite imagery and the Mekong River Commission (MRC) data. The results indicated good agreement between the observed and simulated discharges, for example, with Nash-Sutcliffe efficiency (NSE)=0.86 at the Stung Treng Station. The model predicted inundation extent with a success rate (SR)=67.50% and modified success rate (MSR)=74.53% compared with satellite Landsat 7, and SR=68.27% and MSR=75.11% compared with MRC data. Therefore, the RRI model was successfully used to simulate a large-scale inundation flood event in 2000 using a grid precipitation data set in the Mekong River Basin. However, the underestimation might be due to the uncertainties of input data, river geometry, the large scale of the basin, coarse resolution of topographic data, and error in remote sensing image in detecting the flood extent.

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Acknowledgments

This research is supported by the Korean Ministry of Environment (MOE) as GAIA Program-2014000540005. The authors would like to acknowledge the Mekong River Commission for providing hydrological data in this study.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 23Issue 7July 2018

History

Received: Jun 26, 2017
Accepted: Dec 12, 2017
Published online: Apr 23, 2018
Published in print: Jul 1, 2018
Discussion open until: Sep 23, 2018

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Authors

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Graduate Student, Dept. of Construction and Disaster Prevention Engineering, Kyungpook National Univ., 2559, Gyeongsang-daero, Sangju-si, Gyeongsangbuk-do 37224, Korea; Faculty of Hydrology and Water Resources Engineering, Institute of Technology of Cambodia, Russian Conf. Blvd., Phnom Penh 12156, Cambodia. ORCID: https://orcid.org/0000-0003-4736-4568
Professor, Dept. of Construction and Disaster Prevention Engineering, Kyungpook National Univ., 2559, Gyeongsang-daero, Sangju-si, Gyeongsangbuk-do 37224, Korea (corresponding author). Email: [email protected]
Wansik Yu
Researcher, International Water Resources Research Institute, Chungnam National Univ., 99 Daehak-ro, Yuseong-gu, Daejeon 34134, Korea.
Chantha Oeurng
Lecturer and Senior Researcher, Faculty of Hydrology and Water Resources Engineering, Institute of Technology of Cambodia, Russian Conf. Blvd., Phnom Penh 12156, Cambodia.
Changlae Jang
Professor, Dept. of Civil Engineering, Korea National Univ. of Transportation, Chungbuk 380-702, Korea.

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