In this paper, a procedure is developed to estimate the average recurrence
interval of maximum daily (and 2, 3 and 5 consecutive days) water consumpti
on for Melbourne, Australia. The method consists of three steps: calibratio
n of a daily water demand simulation model for high consumption months, est
imation of a water consumption time-series and then calculation of the aver
age recurrence interval of the extreme events. The deterministic/probabilis
tic approach of deriving the frequency curves for the Melbourne area can be
used to improve water supply strategies that depend on demand estimates. (
C) 2001 Elsevier Science B.V. All rights reserved.