Method of determining storm pattern which may be used in hydrograph method of sewer design; pattern includes average intensities of rate-duration curve for all durations; chronological location of peak period of rainfalls with reference to total storms period and amount of antecedent precipitation immediately preceding maximum period of any durations is derived from statistical average of rainfall records.
CITATION STYLE
McPherson, M. B. (1958). Discussion of “Synthetic Storm Pattern for Drainage Design.” Journal of the Hydraulics Division, 84(1), 49–57. https://doi.org/10.1061/jyceaj.0000174
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