| Title: | Large area hydrologic modeling and assessment part II: Model application |
| Authors: | Srinivasan, R., T.S. Ramanarayanan, J.G. Arnold and S.T. Bednarz |
| Year: | 1998 |
| Journal: | Journal of the American Water Resources Association |
| Volume (Issue): | 34(1) |
| Pages: | 91-101 |
| Article ID: | |
| DOI: | 10.1111/j.1752-1688.1998.tb05962.x |
| URL (non-DOI journals): | |
| Model: | SWAT |
| Broad Application Category: | hydrologic and pollutant |
| Primary Application Category: | hydrologic assessment |
| Secondary Application Category: | sediment loss and transport |
| Watershed Description: | 508 km^2 Richland and Chambers Creeks and 282.9 km^2 Mills Creek, located in north central Texas, U.S. |
| Calibration Summary: | monthly r2: .87 (station 1) & .84 (station 2) |
| Validation Summary: | monthly r2: .65 (station 1) & .82 (station 2) |
| General Comments: | Mills Creek watershed is a subwatershed of the Richland-Chambers (RC) Creek watershed (no size given for RC); Observed vs. simulated accumulated sediment load presented for Mills Creek watershed |
| Language: | English |
| Keywords: | simulation; GIS interface; watershed modeling; sedimentation; nonpoint source pollution |