Appendix A. Extreme event tutorial.
Estimation of extreme event statistics via Pearson Type III function
Extreme statistics are estimated from a series of annual extreme observations as :
|
(A.1) |
where, Y is an annual extreme observation (Ha or La) and the Pearson type-III function is described by
three parameters, a mean (
),
a standard deviation (
) and the coefficient of skewness (
). From this distribution, we
estimated the T-year high flow (Y~Ha) or low flow (Y~La)events as:
|
(A.2) |
where
and
are estimated by the mean and standard
deviation, respectively of the annual extremes (i.e.,
and sd)
and
is a frequency
factor whose estimator is related to the probability of non-exceedance of a given event (11/T) and
coefficient of skewness via the gamma
distribution. We then estimated the
coefficient of skewness as:
|
(A.3a) |
where
is the cube of the standard deviation of annual extremes and,
|
(A.3b) |
Frequency factors (
) for 2- and 10-year high and low flows were computed from Ha and La and used with estimates of the mean and variance of
high- and low-flow series to estimate 7-day, 2-year, and 10-year high and low
flows using tabled values (Haan 1977).
LITERATURE CITED
Haan, C. T. 1977. Statistical Hydrology. Iowa State University Press, Ames, Iowa, USA.