TECHNICAL NOTES
Jun 7, 2010

Effect of Watershed Subdivision on SWAT Modeling with Consideration of Parameter Uncertainty

Publication: Journal of Hydrologic Engineering
Volume 15, Issue 12

Abstract

Parameterization is crucial for the soil and water assessment tool (SWAT) before applying it to simulate hydrology, soil erosion, and nonpoint source pollution. Accordingly, parameter uncertainty should be considered during watershed delineation. In this study, the Upper Daning River Watershed was delineated into different numbers of subwatersheds under various delineation schemes by changing the threshold drainage area (TDA). All schemes were then parameterized and SWAT was run to determine which scheme had the highest modeling efficiency. Results indicate that the simulation under the finest delineation scheme was not the most accurate but moderate level delineation scheme with TDA of 5,000 ha was. Then the parameter uncertainty introduced by model calibration was explained by the coverage of observed data and the width of the 95% prediction band ( P -factor and R -factor). To further investigate the effect of changing the TDA on SWAT modeling, the best fit set of parameter values of the delineation scheme with TDA of 5,000 ha was extended to the other schemes, but the results revealed only slight differences.

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Acknowledgments

The study was supported by National Natural Science Foundation of China (Grant No. NNSFC40771193), Special Fund of State Key Lab of Water Environment Simulation (Grant No. UNSPECIFIED08ESPCT-Z), and Nonprofit Environment Protection Specific Project of China (Grant No. UNSPECIFIED200709024). The writers are grateful to Dr. Karim C. Abbaspour at Eawag, Swiss Federal Institute of Aquatic Science and Technology for help with the SWAT-CUP application.

References

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 15Issue 12December 2010
Pages: 1070 - 1074

History

Received: Jul 7, 2009
Accepted: May 25, 2010
Published online: Jun 7, 2010
Published in print: Dec 2010

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Authors

Affiliations

Yongwei Gong, Ph.D. [email protected]
State Key Joint Laboratory of Environmental Simulation and Pollution Control, School of Environment, Beijing Normal Univ., Beijing 100875, China; and Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China. E-mail: [email protected]
Zhenyao Shen [email protected]
Professor, State Key Joint Laboratory of Environmental Simulation and Pollution Control, School of Environment, Beijing Normal Univ., Beijing 100875, China (corresponding author). E-mail: [email protected]
Assistant Professor, State Key Joint Laboratory of Environmental Simulation and Pollution Control, School of Environment, Beijing Normal Univ., Beijing 100875, China. E-mail: [email protected]
Xiujuan Wang [email protected]
Graduate Student, State Key Joint Laboratory of Environmental Simulation and Pollution Control, School of Environment, Beijing Normal Univ., Beijing 100875, China. E-mail: [email protected]
Graduate Student, State Key Joint Laboratory of Environmental Simulation and Pollution Control, School of Environment, Beijing Normal Univ., Beijing 100875, China. E-mail: [email protected]

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