Technical Papers
Jul 31, 2018

Modeling Nonstationary Extreme Water Levels Considering Local Covariates in Ho Chi Minh City, Vietnam

Publication: Journal of Hydrologic Engineering
Volume 23, Issue 10

Abstract

Recently, human intervention and climate change have been proposed as the causes of changes in extreme water levels, which impact the likelihood of flooding, especially in coastal areas. In many studies, frequency analysis of extreme water levels has been conducted under nonstationary conditions, in which the parameters of a given distribution vary with time or several climatological variables. However, water levels possess unique characteristics in that they are strongly impacted by local influences, so the covariates used for nonstationary extreme water level modeling should be chosen with respect to the area of interest. For these reasons, it is important to consider local variables that have strong physical associations with flooding in the study of nonstationary extreme water levels. This study uses four local covariates, i.e., rainfall, sea level, urbanization growth, and outflows from upstream reservoirs to develop 92 nonstationary extreme water level models. The stationary models are also developed for comparison purposes. The results indicate that the nonstationary approach using local covariates is suitable for modeling extreme water levels in Ho Chi Minh City. Additionally, based on the best chosen statistical models, a significant influence of sea level and urbanization on nonstationarity in extreme water levels was found at all surveyed stations. Moreover, it was found that the extreme water levels derived from the stationary models were underestimated relative to the best nonstationary models for all stations, with the differences in magnitude reaching approximately 47%, 35%, 31%, and 25% at the Bienhoa, Nhabe, Phuan, and TDM stations, respectively.

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Acknowledgments

The authors are grateful to the National Hydro–Meteorological Service (NHMS) of Vietnam, Trian Hydropower Joint Stock Company, and Dautieng-Phuochoa Limited Company for providing data on long-term rainfall, water levels, sea level, and discharge released for the Trian and Dautieng reservoirs for this study.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 23Issue 10October 2018

History

Received: Oct 22, 2017
Accepted: May 1, 2018
Published online: Jul 31, 2018
Published in print: Oct 1, 2018
Discussion open until: Dec 31, 2018

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Le Thi Hoa Binh [email protected]
Ph.D. Scholar, Dept. of Civil Engineering, National Institute of Technology, Warangal 506004, India; Lecturer, Division of Water Resources and Environment, Thuyloi Univ., Ho Chi Minh 700000, Vietnam. Email: [email protected]
Professor, Dept. of Civil Engineering, National Institute of Technology, Warangal 506004, India (corresponding author). ORCID: https://orcid.org/0000-0003-0460-8956. Email: [email protected]
E. V. Rathnam [email protected]
Associate Professor, Dept. of Civil Engineering, National Institute of Technology, Warangal 506004, India. Email: [email protected]
Lecturer, Division of Water Resources and Environment, Thuyloi Univ., Ho Chi Minh 700000, Vietnam. Email: [email protected]

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