Abstract
USEPAs water program staff and their counterparts in state pollution control agencies increasingly emphasizewatershed and water quality-based assessment and integrated analysis of point and nonpoint sources of pollution. BASINS3.0 (Better Assessment Science Integrating point and Nonpoint Sources) is a system developed to meet the needs of suchagencies. This study was conducted to evaluate the major watershed-scale models, SWAT (Soil and Water Assessment Tool)and HSPF (Hydrological Simulation Program - Fortran), included within the BASINS 3.0 system. SWAT and HSPF werecalibrated and verified with data from the Upper North Bosque River watershed (UNBRW), an intense dairy producing regionlocated in central Texas. The model output was calibrated for daily flow, sediment, and nutrients measured at five stream siteswithin the UNBRW for the period of January 1994 through June 1995 and verified (daily and monthly time-step) for the periodof July 1995 to July 1999. Nash-Sutcliffe model efficiency (E) and mean error (ME) were used to evaluate the accuracy ofthe models. The average daily flow, sediment, and nutrient loading simulated by SWAT were closer to measured values thanHSPF during both calibration and verification periods at the outlet of UNBRW. As indicated by E values, the temporalvariations of daily flow (E = 0.72 and 0.70 for HSPF, while E = 0.17 and 0.62 for SWAT during the calibration and verification,respectively) and sediment (E = 0.11 and 0.23 for HSPF, while E = -2.50 and -3.51 for SWAT during the calibration andverification, respectively) were better described by HSPF during the calibration and verification periods. However, the modelefficiencies of both models for monthly flow (E = 0.91 and 0.86 for HSPF, while E = 0.50 and 0.78 for SWAT during thecalibration and verification, respectively) and sediment (E = 0.72 and 0.88 for HSPF, while E = 0.83 and 0.59 for SWATduring the calibration and verification, respectively) significantly improved. SWAT generally proved to be a better predictorof nutrient loading during both the calibration and verification periods.
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