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Jun 3, 2015

Erratum for “Compute Critical and Normal Depths of Arch and Elliptical Pipes” by M. A. Perez, C. G. Butler, and X. Fang

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Publication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 9
An error was inadvertently introduced to the fourth sentence in the “Case Study” section during composition. That sentence should be revised as follows:
Normal depths were computed using a channel slope of 0.002m/m (0.002ft/ft) and n value of 0.013 (concrete arch pipe).
ASCE regrets the error.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 141Issue 9September 2015

History

Received: Mar 10, 2015
Accepted: Apr 8, 2015
Published online: Jun 3, 2015
Published in print: Sep 1, 2015
Discussion open until: Nov 3, 2015

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Authors

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M. A. Perez, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, 238 Harbert Engineering Center, Auburn Univ., AL 36849 (corresponding author). E-mail: [email protected]
C. G. Butler, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, 238 Harbert Engineering Center, Auburn Univ., AL 36849. E-mail: [email protected]
X. Fang, Ph.D., F.ASCE [email protected]
P.E.
Arthur H. Feagin Chair Professor, Dept. of Civil Engineering, 238 Harbert Engineering Center, Auburn Univ., AL 36849. E-mail: [email protected]

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