TECHNICAL NOTES
Jan 1, 1988

Partial Flow Properties in Circular Sewers

Publication: Journal of Transportation Engineering
Volume 114, Issue 1

Abstract

Partial flow problems in circular pipes are commonly solved using standard hydraulic element charts or nomograms. These methods are tedious, monotonous, and subject to errors. The widespread availability of the desktop computer provides a means of overcoming the problems associated with extant solution methods. A computational procedure based on the Manning equation is presented, which solves for the partial flow properties of wetted area, wetted perimeter, hydraulic radius, depth of flow, and velocity.

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Reference

1.
Gupta, B. R. N. (1985). “Nomogram for velocities of partial flows in sewers.” J. Envir. Engrg., ASCE, 111(2), 225–230.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 114Issue 1January 1988
Pages: 113 - 119

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Published online: Jan 1, 1988
Published in print: Jan 1988

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Charles R. Ott, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Lowell, Lowell, MA 01854
Paul H. Jones, Jr.
Radiological Engr., Genl. Elec. Co., Schenectady, NY 12309

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