EVALUATION OF CURVE NUMBER PROCEDURES TO PREDICT RUNOFF IN GLEAMS

Proper selection of curve number values will improve the capability of the SCS-Curve Number procedure in predicting runoff. Both CREAMS and GLEAMS models use the Smith and Williams (1980) approach of converting CNII (curve number value for average antecedent moisture conditions) into CNI (curve number value for dry antecedent moisture conditions) i n calculating the soil retention parameter (S). CREAMS and GLEAMS have been found to under predict runoff because of the internal conversion of CNII to CNI. This study shows modifications of the GLEAMS model us ing CNII without converting it to CNI and it also shows the seasonal c urve number approaches with and without converting CNII to CNI. Result s indicate that using CMI without internal conversion to CNI provides better runoff and erosion predictions than the original version of GLE AMS and versions with seasonal curve numbers when tested with four yea rs of field data in the Coastal Plain physiographic region of Maryland .