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  5. MODELING WATER QUALITY FOR SWITCHGRASS CROP PRODUCTION: IMPLICATIONS FOR BIOENERGY SUSTAINABILITY IN EAST TENNESSEE
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MODELING WATER QUALITY FOR SWITCHGRASS CROP PRODUCTION: IMPLICATIONS FOR BIOENERGY SUSTAINABILITY IN EAST TENNESSEE

Date Issued
August 1, 2015
Author(s)
Seiden, Zachariah Tzvi  
Advisor(s)
John S. Schwartz
Additional Advisor(s)
Thanos Papanicolaou
Jon Hathaway
Permanent URI
https://trace.tennessee.edu/handle/20.500.14382/39556
Abstract

With passing of the US Energy Independence and Security Act (EISA) of 2007, there has been considerable research conducted on the sustainability of bioenergy crop production in the United States; switchgrass has shown particular potential for bioenergy production in East Tennessee. Many studies evaluating the environmental impact switchgrass has on runoff and water quality use the Soil and Water Assessment Tool (SWAT) for watershed modeling. Because SWAT is a lumped watershed model, it evaluates the result of hydrological processes for each hydrologic response unit (HRU), without accounting for the physical interactions between these HRUs. The Water Erosion Prediction Project (WEPP) model is a physically derived, distributed watershed model that can simulated runoff and sediment transport within the watershed, accounting for the interactions that take place between these response units. This research sought to calibrate both a WEPP and SWAT model to measured data collected from a drainage basin in Lenoir City, Tennessee, an area known for growing switchgrass for bioenergy. In addition, this research evaluated the use of buffer strips as a sustainable approach to switchgrass implementation. Model calibration was evaluated based on the Nash-Sutcliffe Efficiency coefficient, which evaluates the extent to which a model reflects the measured data. Final discharge calibration yielded NSE coefficients of -0.18 and -0.09 for SWAT and WEPP, respectively. Final sediment calibration for the SWAT and WEPP models, however, could be calibrated to an NSE coefficient of -0.34 and -0.48, respectively. Calibration efforts failed, the WEPP model did outperform the SWAT model for runoff calibration. In simulating bioenergy buffer strips (BBSs), the WEPP model indicated that one or two strategically placed BBSs can have a 13% reduction in runoff and sediment delivery per storm event; results suggests that strategic use of bioenergy buffer strips can have improved reduction in runoff or sediment yield. The improved calibration results of the WEPP model indicated that a distributed hydrology and erosion model may be valuable for modeling water quality impacts of switchgrass production in a watershed. Results also indicated the potential for further investigation into how sediment transport is addressed in the SWAT and WEPP models.

Subjects

WEPP

SWAT

Switchgrass

Bioenergy

Modeling

Buffer Strips

Disciplines
Bioresource and Agricultural Engineering
Civil Engineering
Environmental Engineering
Other Civil and Environmental Engineering
Degree
Master of Science
Major
Environmental Engineering
Embargo Date
January 1, 2011
File(s)
Thumbnail Image
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Seiden_Thesis3.docx

Size

11.57 MB

Format

Microsoft Word XML

Checksum (MD5)

8c096dce658b2291e4f18193e3915d24

Thumbnail Image
Name

Seiden_Thesis3.pdf

Size

1.21 MB

Format

Adobe PDF

Checksum (MD5)

22c80f8cb8f4605c9914690bc724f4df


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