Research Article
Sep 1973

Solutions for Lateral Outflow in Perforated Conduits

Publication: Journal of the Hydraulics Division
Volume 99, Issue 9

Abstract

Many applications in varied fields of engineering design require a uniform discharge in a perforated conduit. This paper gives general solutions for obtaining a uniform lateral outflow, either by varying the perforation area or the cross-sectional area. This distribution of the lateral outflow in a conduit with constant cross section and constant perforation area is analyzed under normalized form. Appropriate flow parameters are introduced which allow for inertia or pressure recovery, velocity distribution, laminar or turbulent out-flow, and laminar and turbulent smooth or rough flow. All results are presented in diagrams. A design rule for nearly uniform discharge under turbulent pipe flow conditions is derived. The agreement between experimental data and the presented solutions, when the velocity correction coefficient is properly chosen, sustains the actual approach.

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Published In

Journal of the Hydraulics Division
Volume 99Issue 9September 1973
Pages: 1531 - 1549

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Published in print: Sep 1973
Published online: Feb 3, 2021

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Jean Berlamont
Lect., Lab. of Hydr., Dept. of Civ. Engrg., State Univ. of Ghent, Ghent, Belgium
André Van der Beken
Res. Engr., (N.F.W.O.) Lab. of Hydr., State Univ. of Ghent, and Lect., Dept. of Civ. Engrg., Free Univ. of Brussels, Brussels, Belgium

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