Calibration and Validation of ADAPT and SWAT for Field-Scale Runoff Prediction

The pollutant reduction possible with a given agricultural best-management practice (BMP) is complex and site-specific. Water-quality models can evaluate BMPs, but model results are often limited by the lack of calibrated parameters for a given BMP. This study calibrated runoff prediction of two mod...

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Veröffentlicht in:Journal of the American Water Resources Association 2007-08, Vol.43 (4), p.899-910
Hauptverfasser: Anand, S, Mankin, K.R, McVay, K.A, Janssen, K.A, Barnes, P.L, Pierzynski, G.M
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container_issue 4
container_start_page 899
container_title Journal of the American Water Resources Association
container_volume 43
creator Anand, S
Mankin, K.R
McVay, K.A
Janssen, K.A
Barnes, P.L
Pierzynski, G.M
description The pollutant reduction possible with a given agricultural best-management practice (BMP) is complex and site-specific. Water-quality models can evaluate BMPs, but model results are often limited by the lack of calibrated parameters for a given BMP. This study calibrated runoff prediction of two models (ADAPT and SWAT) for individual field plots having one till and two no-till management practices. The factors used for runoff calibration were curve number II (CN(II)) and saturated hydraulic conductivity (Ksat) for ADAPT, and CN(II), Ksat, and available water capacity for SWAT. Results were evaluated using coefficient of determination (R2), Nash-Sutcliffe efficiency (E(f)), root-mean square error, median-based E(f), and sign tests. Results indicated that for ADAPT, the best-fit CN(II) was 66 for the NT/SB (no-till plot with surface-broadcast fertilizer) treatment, 68 for the NT/DB (no-till with deep-banded fertilizer) treatment, and 70 for the tilled plot, whereas for SWAT the best-fit CN(II) was much higher, 86, for all treatments. Neither agreed with the textbook CN(II), 78, for sorghum in silty clay loam soil. The best-fit model parameters for both runoff calibration phases had excellent correlation to monthly totals and moderate correlation to individual events.
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Water-quality models can evaluate BMPs, but model results are often limited by the lack of calibrated parameters for a given BMP. This study calibrated runoff prediction of two models (ADAPT and SWAT) for individual field plots having one till and two no-till management practices. The factors used for runoff calibration were curve number II (CN(II)) and saturated hydraulic conductivity (Ksat) for ADAPT, and CN(II), Ksat, and available water capacity for SWAT. Results were evaluated using coefficient of determination (R2), Nash-Sutcliffe efficiency (E(f)), root-mean square error, median-based E(f), and sign tests. Results indicated that for ADAPT, the best-fit CN(II) was 66 for the NT/SB (no-till plot with surface-broadcast fertilizer) treatment, 68 for the NT/DB (no-till with deep-banded fertilizer) treatment, and 70 for the tilled plot, whereas for SWAT the best-fit CN(II) was much higher, 86, for all treatments. 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source Wiley Online Library Journals Frontfile Complete
subjects ADAPT
Agricultural Drainage and Pesticide Transport model
agricultural watersheds
best management practices
calibration
clay loam soils
curve number
Earth sciences
Earth, ocean, space
Engineering and environment geology. Geothermics
Exact sciences and technology
fertilizer application
field experimentation
hydrologic models
Hydrology
Hydrology. Hydrogeology
model validation
modeling
Natural Resources Conservation Service
no-till
no-tillage
nonpoint source pollution
NRCS curve numbers
Pollution, environment geology
prediction
runoff
saturated hydraulic conductivity
silty soils
simulation
simulation models
Soil and Water Assessment Tool model
SWAT
watershed hydrology
title Calibration and Validation of ADAPT and SWAT for Field-Scale Runoff Prediction
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