Technical Papers
Jul 14, 2017

Evaluating the Uncertainties in the SWAT Model Outputs due to DEM Grid Size and Resampling Techniques in a Large Himalayan River Basin

Publication: Journal of Hydrologic Engineering
Volume 22, Issue 9

Abstract

Uncertainty in hydrological and nutrient modeling is a challenging task over large snow-fed and complex Himalayan watersheds. Digital elevation models (DEMs) are an important input for hydrological models. At times, DEM grid size needs to be altered for hydrological simulation in large basins. Therefore, appropriate grid sizes need to be investigated for modeling of hydrological variables. Many studies have investigated the effect of DEM grid size on flow and nutrient modeling. However, to the best of the authors’ knowledge, no one has attempted to understand the uncertainties in SWAT model outputs due to DEM grid size and resampling methods over large, snow-affected, mountainous river basins. In this study, the Gandak River Basin, a large snow-covered river basin in the Himalayas, was examined at monthly and annual time steps using 40–1,000-m grid sizes resampled with nearest neighborhood, bilinear, and cubic convolution methods. Results showed that sediment and flow are greatly affected by DEM resolutions and by the choice of resampling method. Flow and sediment are overestimated for DEM grid sizes >300   and >150  m, respectively. However, total nitrogen (TN) and total phosphorous (TP) change at DEM grid sizes of 150  m via slope and volume of flow. T-test statistics indicate the significance of changes in SWAT outputs due to DEM resolution and resampling. They are significant for SWAT outputs at >500-m grid sizes at a yearly time step. Results also showed significant increases in relative difference (RD) with changes in DEM grid size during snowmelt periods, which indicates changes in the SWAT snowmelt parameter due to the resampled DEM. The proposed results can be applied to flow and nutrient modeling over any snow-affected, large, mountainous river basin.

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Acknowledgments

The first author of this manuscript is supported by a fellowship grant from the Ministry of Human Resource Development (MHRD), India, in his doctoral dissertation work. All authors are thankful to the editor and the anonymous reviewers for their valuable comments and suggestions.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 9September 2017

History

Received: Oct 24, 2016
Accepted: Apr 14, 2017
Published online: Jul 14, 2017
Published in print: Sep 1, 2017
Discussion open until: Dec 14, 2017

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Ph.D. Scholar, Dept. of Civil Engineering, National Institute of Technology Rourkela, Rourkela, Odisha 769008, India; Assistant Professor, Dept. of Civil Engineering, National Institute of Science and Technology, Odisha 761008, India (corresponding author). ORCID: https://orcid.org/0000-0001-6596-4802. E-mail: [email protected]
Venkat Lakshmi, Ph.D., M.ASCE
P.E.
Professor, School of the Earth, Ocean and the Environment, Univ. of South Carolina, Columbia, SC 29208.
Kanhu Charan Patra, Ph.D.
Professor, Dept. of Civil Engineering, National Institute of Technology Rourkela, Rourkela, Odisha 769008, India.

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