This article deals with the influence of rainfall rate variability on
the infiltration predicted with the Chu model. At first, we determined
the dependence of infiltration on both peak intensity and time to pea
k intensity of idealized, unimodal storm events. Secondly we examined
the influence of the temporal resolution of natural storms measurement
on infiltration by using rainfall data aggregated in 5- to 60-min tim
e intervals. Finally, we tried to derive a simplified procedure to des
cribe rate variability of observed storm events for infiltration predi
ction. The study showed that the infiltration predictions were signifi
cantly affected by the rainfall peak intensity of a unimodal storm eve
nt for relatively low values of the ratio between mean rainfall intens
ity and saturated hydraulic conductivity, and that time to peak intens
ity did not appreciably influence model results. For the selected set
of natural storm events, characterized by either high rainfall depth o
r high rainfall intensity, the effect of the temporal resolution of ra
infall measurement on the infiltration estimates strongly depended on
the soil type. In soils with either high or low permeability, this eff
ect was practically negligible. In soils with intermediate permeabilit
y characteristics, an increase of the temporal scale of rainfall data
aggregation determined an increase of the infiltration values and a de
crease of their variability. For these soils, a rough relationship bet
ween simple descriptors of both infiltration estimates and rainfall in
tensities variability was recognized. A simplified description of stor
m intensities, which assumes an exponential rainfall intensity distrib
ution and requires only the knowledge of mean and maximum storm intens
ities, allowed a satisfactory reproduction of mean infiltration estima
tes of a series of storm events.