Title: | Validation of the SWAT model on a large river basin with point and nonpoint sources |
Authors: | Santhi, C., J.G. Arnold, J.R. Williams, W.A. Dugas and L. Hauck |
Year: | 2001 |
Journal: | Journal of the American Water Resources Association |
Volume (Issue): | 37(5) |
Pages: | 1169-1188 |
Article ID: | |
DOI: | 10.1111/j.1752-1688.2001.tb03630.x |
URL (non-DOI journals): | |
Model: | SWAT |
Broad Application Category: | hydrologic and pollutant |
Primary Application Category: | pollutant cycling/loss and transport |
Secondary Application Category: | on-site and/or municipal wastewater systems |
Watershed Description: | 4,277 km^2 Bosque River, located in north central Texas, U.S. |
Calibration Summary: | Annual (1962-97) flow r2/E values at Hico = .86/.88 and Valley Mills = .66/.72 ---------------------------- monthly (1993-97) r2/E values at Hico: flow = .80/.79 sed. = .81/.80 org. N = .61/.58 org. P = .71/.70 min. N = .64/.59 min. P = .60/.59 ---------------------------- monthly (1993-97) r2/E values at Valley Mills: flow = .89/.83 sed. = .87/.69 org. N = .60/.57 org. P = .61/.59 min. N = .72/-.08 min. P = .66/.53 |
Validation Summary: | monthly (1998) r2/E values at Hico: flow = .92/.87 sed. = .98/.70 org. N = .92/.73 org. P = .95/.72 min. N = .89/.75 min. P = .83/.53 ---------------------------- monthly (1998) r2/E values at Valley Mills: flow = .80/.62 sed. = .95/.23 org. N = .71/.43 org. P = .80/.39 min. N = .72/.64 min. P = .93/.81 |
General Comments: | Study focused on in-depth calibration and validation of SWAT at two sites in the watershed. The resulting r2 and E values indicated that SWAT performed well for both flow and pollutant estimates. A detailed table of calibration parameters is also presented, and extensive graphical results are shown. |
Language: | English |
Keywords: | watershed management; total maximum daily load; erosion; sedimentation; loading; dairy manure management |