Technical Notes
Feb 20, 2015

Compute Critical and Normal Depths of Arch and Elliptical Pipes

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Publication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 9

Abstract

Arch and elliptical pipes are commonly used as roadway culverts. The pipe section is composed of three radii, which result in complex equations to compute cross-sectional geometry and hydraulic parameters, such as normal and critical depths. Basic sizing charts do not allow direct calculation of hydraulic properties of these pipe sections. Therefore, general formulas were developed to compute hydraulic properties for any given arch pipe cross section. An Excel workbook capable of calculating normal and critical depths for given flow rates was created using the developed formulas and the solver function. Worksheets to compute geometric properties and water surface profiles using the direct-step method were also developed. These user-friendly worksheets are useful for hydraulic design and analysis of arch and elliptical culverts. A case study was conducted on several standard pipe geometries to demonstrate the comparative results from the developed workbook and existing sizing charts.

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References

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

History

Received: Aug 27, 2014
Accepted: Jan 15, 2015
Published online: Feb 20, 2015
Discussion open until: Jul 20, 2015
Published in print: Sep 1, 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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