Research Article
Dec 1976
Multivariable Flood Level Frequency Distribution
Publication: Journal of the Hydraulics Division
Volume 102, Issue 12
Abstract
A graphical procedure is outlined for the determination of discrete values of a multivariable frequency distribution of three independent variables each with individual frequency distributions. The method is developed for the determination of the frequency of water levels at a dike structure due to the combined occurrence of adjacent channel flows, outlet lake level fluctuations, and wave action. The frequency distribution is defined as a function of the triple integral of the product of the individual marginal frequency distributions. A graphical solution for the integration is detailed. The integrand is rearranged to products of two functions according to the statistical principle of mutually exclusivity and solved using a rectangular coordinate system defined by the individual frequency distributions. This method may be used to find the frequency distribution of any multivariable function of two or more independent variables with known frequency distributions.
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Published In
Journal of the Hydraulics Division
Volume 102 • Issue 12 • December 1976
Pages: 1737 - 1744
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Dec 1976
Published online: Feb 3, 2021
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Authors
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David L. Strelchuk
Sr. Hydr. Engr., M. M. Dillon Ltd., Toronto, Ontario, Canada
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.