A general infiltration model proposed by Singh and Yu(1990) was calibrated
and validated using a split sampling approach for 191 sets of infiltration
data observed in the states of Minnesota and Georgia in the USA. Of the fiv
e model parameters, f(c)(the final infiltration rate), S-o(the available st
orage space) and exponent 'n' were found to be more predictable than the ot
her two parameters: m (exponent) and a (proportionality factor). A critical
examination of the general model revealed that it is related to the Soil C
onservation Service (1956) curve number (SCS-CN) method and its parameter S
-o is equivalent to the potential maximum retention of the SCS-CN method an
d is, in turn, found to be a function of soil sorptivity and hydraulic cond
uctivity. The general model was found to describe infiltration rate with ti
me varying curve number. Copyright (C) 1999 John Wiley & Sons, Ltd.