This study provides the reader with a methodology for directly deriving bas
ic streamflow statistics (mean, variance, and correlation coefficient) from
long-term recorded daily rainfall data. A daily streamflow sequence is con
sidered as a filtered point process where the input is a storm time sequenc
e that is assumed to be a marked point process. The mark is the storm magni
tude that is constructed from a daily rainfall time series, and the correla
tion of the daily rainfall during the storm is considered. The number of st
orms is a counting process represented by either the binomial, the Poisson,
or the negative binomial probability distribution, depending on its ratio
of mean versus variance. As a pulse-response function for a filtered point
process, the model of three serial tanks with a parallel tank is adopted to
describe the physical process of rainfall-runoff. Thus the basic statistic
s (mean, variance, and covariance function) of J-day averaged streamflows c
an be estimated in terms of the constants expressing stochastic properties
of a rainfall time series and the tank model's parameters representing the
causal relationship between rainfall and runoff. The method is used to deri
ve the streamflow statistics of an actual dam basin, the Sameura Dam basin,
located in Shikoku island, Japan. The resulting computed means and varianc
es of 5-day averaged streamflows show a good correspondence with observed o
nes.