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Feyereisen, ASABE Member Engineer, Re- search Hydrologist, USDA-ARS Pasture Systems and W atershed Manage- ment Research Unit, University Park, Pennsylvania; and Timothy C. Strickland, Research Leader and Supervisory Soil Scientist, David D. Bosch, ASABE Member Engineer, Research Hydraulic Engineer, and Dana G. Sullivan, Soil Scientist, USDA-ARS Southeast Watershed Re- search Laboratory, T ifton, Georgia. The validated models will in turn be employed to evaluate at the watershed scale the envi- ronmental benefits of conservation practices. Four of the USDA-ARS’s key objectives supporting CEAP are to pro- vide detailed databases that delineate reasonable ranges for key model input parameters, to provide best available param- eters for calibrating the models to ”representative” regional conditions, to provide regional estimates of model output un- certainty, and to evaluate the potential variations in output uncertainty as a f fected by the spatial and temporal scale of in- put parameters versus the desired scales of assessment. The focus of this article is the calibration of SWA T and the evaluation of SW A T input parameter sensitivity on water yield and stormflow for subwatershed K (SW-K) of the Little River Experimental Watershed (LREW) near Tifton, Geor- gia. The LREW is one of the original 12 ARS benchmark wa- tersheds identified in CEAP. Several authors have previously addressed input sensitiv- ity and output uncertainty for SW A T. However, prior sensitiv- ity analyses yielded mixed results. Dif ferences in approaches and differences in regions indicate a wide range in the most sensitive parameters, suggesting that some site-specific sen- sitivity analysis may be required. Lenhart et al. (2002) used T The authors developed a simple artificial catchment, utilizing soil and climate information from a low mountain range area in central Germany. The most sensitive parameters were found to be the soil physical properties, two plant-specific parameters, slope length, slope steepness, and curve number. In another study based on the same artificial catchment representation, Huisman et al. (2004) concluded that plant parameter uncertainty had a much larger effect on an adapted version of SW A T (SW A T-G; Eckhardt et al., 2002) model output uncertainty than did soil property changes due to land use change from cropland to pasture. Huisman et al. (2004) cited Eckhardt et al. (2003), who identified that a rela- tively large range of values was possible for the plant input parameters. A sensitivity analysis can provide a better understanding of which particular input parameters have greater effect on model output. Monte Carlo simulation (MCS) is a technique that quantifies the input parameters’ influence on the model output. Sohrabi et al. (2002) used MCS to estimate uncertain- ty in SW A T flow, sediment, and nutrient loading outputs, giv- en a mean, range, and distribution for 33 input parameters, for the Piedmont physiographic region of Maryland. The authors concluded that the modeled flow estimate was decreased by 64, sediment load estimate was increased by 8, and nutri- ent load estimates remained unchanged when input parame- ter uncertainty was included in the modeling process, as compared to using a fixed, mean value for each input parame- ter. In order to reduce the SW AT output uncertainty for a spe- cific study area in upstate New York, Benaman and Shoe- maker (2004) developed a methodology for reducing input parameter ranges prior to employing MCS analysis. They performed a sensitivity analysis for input parameters throughout the entire range of values at regular intervals. When the difference in model output of the sensitivity analy- sis and model output of the base case exceeded a threshold value considered to be the limit for a reasonable outcome, the end of the range for the input parameter was established. They reported a reduction in model output uncertainty of an order of magnitude after applying the methodology. Prior research has examined application of the SW A T model to the LREW (Bosch et al., 2004; V an Liew et al., 2005; V an Liew et al., 2007). The focus of Bosch et al. (2004) was to compare the effects of high spatial resolution and low, default spatial resolution land use and soil input data on SW AT hydrologic outputs. Extensive calibration to improve daily model efficiencies and to reduce the differences be- tween modeled and observed values for water budget compo- nents was not performed. Default input parameters were used, except for three parameters affecting the characteristics of the alluvial aquifer and one heat unit parameter for pine tree land use. The modeling was performed on SW-J, adja- cent to SW-K (fig. 1), where the SEWRL has detailed land use and land coverage data. Coupled with county-level soil maps, the detail level of the input information for the Bosch et al. (2004) study was high. K LREW ? B Georgia Littl e River Experi mental Watershed Tif ton, GA Figure 1. Location of Little River experimental watershed and subwa- tershed K. use and soils coverages were used for this study. The four cal- ibrated input parameter sets differed from one another, and between three and nine of the eleven parameters for SW-F differed from the parameters for SW-B, which entirely en- compasses SW-F. This is critical because it suggests that cal- ibration of the model must be done at the planned scale of assessment and that transfer of a calibrated parameter set to another spatial scale yields less than optimal results. This re- sult, if true, would have implications regarding the utility of SW AT in developing agricultural land management policy. The autoca libration in the V an Liew et al. (2005) study that yielded the best daily NSE underestimated average annual streamflow by 29 and adjusted parameters outs ide of reason- able ranges; f or example, CN2 was decreased by 48 . The au- thors stated that caution needs to be exercised when using the procedure so as to limit para meters to reasonable values. The 2003 version of SW AT that included a multi-objective, auto- mated ca libration proce dure was used in their study. Prior sensitivity analysis results have been mixed, indicat- ing that different parameters are more sensitive for some re- gions than for others. Analysis is needed of S W AT hydrologic parameter sensitivity within the Coastal Plain, with its flat to gently rolling topography, sandy soils, and riparian-buffered, low-gradient streams. Results from research throughout the U.S. indicate a wide variability in optimum parameter sets, further indicating a need for guidance that can be applied in specific regions. The primary goal of the current research was to establish a sensitivity analysis that could provide guidance for SW AT hydrologic parameter selection in the southeastern U.S. An emphasis of the work was to match modeled hydrologic com- ponents of baseflow, stormflow, and ET to observed values in preparation for chemistry modeling. An accurate separa- tion of flow is necessary for ef fective chemistry modeling b e- cause the fate and transport of various nutrients and pesticides are linked to mechanisms and reactions occurring both at the soil surface and in the root zone. A key component of the sensitivity analysis was establishing a base parameter set around which to perform the sensitivity analysis. Subwa- tershed K was selected for the investigation because of its ex- tensive stream chemistry record, and subsequent nutrient and pesticide modeling research is planned. In addition, detailed, The objectives of this article are to: (1) establish SW A T hydrologic calibration results for subwatershed K of the LREW utilizing high-resolution input data, while maintain- ing parameter values within realistic ranges and preserving an average annual water balance over the period of study for the major components of the hydrologic cycle, and (2) ana- lyze the sensitivity in key SW A T hydrologic input parameters for subwatershed K. M ETHODS W A TERSHED D ESCRIPTION The research was conducted using data collected on the Little River Experimental Watershed (LREW) (Sheridan et al., 1982; Sheridan, 1997). The LREW is a 334 km 2 basin at the headwaters of the Little River in Turner, W orth, and Tift counties in southwestern Georgia (fig. 1). The watershed out- let, station B, is approximately 5 km west of the Coastal Plain Research Station near Tifton, Georgia. Eight stream gauges have been placed within the watershed to create nested sub- watersheds. Precipitation, flow, and water quality records have been collected on the LREW since the late 1960s (Sheri- dan, 1997). The calibration and sensitivity analysis were performed on subwatershed K (SW-K), which is located at the upper end of the LREW (fig. 1). Mixed forest and pines cover approxi- mately 65 of SW-K; land use in the remainder of the 16.9 km 2 subwatershed is primarily row crops, including cot- ton, peanuts, corn, and fruit and vegetable crops.