Abstract: The applicability of a non-point source pollution model – SWAT
(soil and water assessment tools) in a large river basin with high sediment
runoff modulus (770 t/km^2 in the Yellow River) was
examined. The basic database,which includes DEM, soil and landuse map, weather
data, and land management data, was established for the study area using GIS. A
two-stage "Brute Force" optimization method was used to calibrate the
parameters with the observed monthly flow and sediment data from 1992 to 1997.
In the process of calibration automated digital filter technique was used to
separate direct runoff and base flow. The direct runoff was firstly calibrated,
and the base flow, then the total runoff was matched. The sediment yield was
calibrated to match well. Keeping input parameters set during the calibration
process unchanged, the model was validated with 1998-1999's observed monthly
flow and sediment. The evaluation coefficients for simulated and observed flow
and sediment showed that SWAT was successfully applied in the study area:
relative error was within 20%, coefficient of determination and Nash-Suttcliffe
simulation efficiency were all equal to or above 0.70 during calibration and
validation period.
Keywords: Yellow River, SWAT, sediment, flow, non-point source pollution