Research Article
Jan 1955

Tranquil Flow through Open-Channel Constrictions

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Publication: Transactions of the American Society of Civil Engineers
Volume 120, Issue 1

Abstract

Area constrictions in many forms are encountered in both natural and artificial open channels. The hydraulics of transitions, control sections, and bridge piers and piles has been extensively investigated in the field and in the laboratory. It is remarkable, therefore, that most investigations of obstructions in bridge waterways have ignored the fact that the waterway itself is a definitive example of a width constriction in the river channel. The bridge waterway is studied in the basic research described in this paper.

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Go to Transactions of the American Society of Civil Engineers
Transactions of the American Society of Civil Engineers
Volume 120Issue 1January 1955
Pages: 955 - 980

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Published in print: Jan 1955
Published online: Feb 10, 2021

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Carl E. Kindsvater, M.ASCE
Prof. of Civ. Eng., Georgia Inst. of Technology, Atlanta, Ga.
Rolland W. Carter, AM.ASCE
Staff Engr., Geological Survey, U. S. Dept. of the Interior, Surface Water Branch, Water Resources Div., Atlanta. Ga.

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