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Feb 6, 2017

Erratum for “New Analytical Formulation of De Marchi’s Model for a Zero-Height Side Weir” by Giovanni Michelazzo

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Publication: Journal of Hydraulic Engineering
Volume 143, Issue 5
An error was introduced to Eq. (15) during composition. The downstream Froude number Fd used in the denominator of the right-hand side of Eq. (15) should be raised to the second power because Eq. (15) comes from Eqs. (3) and (4) by considering Fu=1. Therefore, the correct Eq. (15) is
rQmax=1Fd·(32+Fd2)3/2
(15)
ASCE regrets this error.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 143Issue 5May 2017

History

Received: Sep 13, 2016
Accepted: Nov 9, 2016
Published ahead of print: Feb 6, 2017
Published online: Feb 7, 2017
Published in print: May 1, 2017
Discussion open until: Jul 7, 2017

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Giovanni Michelazzo, Ph.D. [email protected]
Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of Florence, Via S. Marta 3, 50139 Firenze, Italy. E-mail: [email protected]

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