Psp. Cowpertwait et al., STOCHASTIC POINT PROCESS MODELING OF RAINFALL .1. SINGLE-SITE FITTINGAND VALIDATION, Journal of hydrology, 175(1-4), 1996, pp. 17-46
A Neyman-Scott clustered point process model for rainfall is developed
for use in storm sewer rehabilitation studies in the UK, where predic
tions are needed of the frequency of system overloading for existing a
nd upgraded conditions. In the first part of this two-part paper, a fl
exible model fitting procedure is presented which involves matching ap
proximately a chosen set of historical rainfall statistics, which exce
eds in number the set of parameters. In fitting the model to hourly da
ta, it is found that wet and dry spell transition probabilities should
be included in the chosen set of statistics rather than lag 1 autocor
relations, as they improve the model's fit to the historical dry spell
sequences. In fitting the model to daily data, estimates of the varia
nces of sub-daily rainfall totals derided from regional regression rel
ationships are used to ensure that sub-daily totals generated by the f
itted model exhibit the desired statistical behaviour. A number of val
idation checks are carried out on simulated time series, which include
visual comparisons with historical series, and comparisons of crossin
g properties and of the distributions of daily annual maximum rainfall
s. Overall, the results support the use of the model for its intended
application.