Research Article
Jan 1972
Two-Distribution Method for Flood Frequency Analysis
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 98, Issue 1
Abstract
A new method for flood-frequency analysis is developed using the concept of mixed distributions. A mixture of only two component distributions is shown to fit the various observed flood distributions. The two-distribution method is tested using annual flood series from 33 streams in Illinois. The flood distributions computed by this method fit the observed flood distributions better than other methods in use, insofar as the mean of absolute deviations of the computed floods from those observed is the least. The proposed method satisfactorily matches the medium and high floods which are of great interest to the engineers and hydrologists. An objective methodology has been formulated for computer application. The methodology is free from errors and uncertainties that exist when third and higher order moments are used for obtaining estimates of the component distribution parameters.
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Published In
Journal of the Hydraulics Division
Volume 98 • Issue 1 • January 1972
Pages: 29 - 44
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jan 1972
Published online: Feb 3, 2021
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Authors
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Krishan P. Singh, M.ASCE
Hydrologist State Water Survey, Urbana, Ill.
Robert A. Sinclair
System Analyst, State Water Survey, Urbana, Ill.
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