Hydrological Modelling in Ungauged Watersheds.
BRISTOL UNIV (ENGLAND) DEPT OF GEOGRAPHY
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A version of MILHY in which the Curve Number procedure for runoff generation is replaced by a finite difference infiltration scheme is presented. The revised model MILHY2 is applied in an ungauged context to five catchments in the United States. It is shown that in these, and previous applications, MILHY2 provides improved estimations of both time to peak discharge and peak discharge, compared with MILHY. The Fortran code for MILHY2 is presented in the report. Keywords Streamflow forecasting.
- Hydrology, Limnology and Potamology