Research Article
Mar 1962
Hydraulics of Single Span Arch Bridge Construction
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VIEW THE REPLYAuthors: P. F. Biery, AM.ASCE, and J. W. Delleur, M.ASCEAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 88, Issue 2
Abstract
Series of model tests were run for condition of no skew, no eccentricity, and no entrance rounding; generalized backwater equation is presented, by means of which backwater superelevation may be evaluated in terms of bridge span, stream width and Froude number of approaching flow.
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Published In
Journal of the Hydraulics Division
Volume 88 • Issue 2 • March 1962
Pages: 75 - 108
Copyright
© 1962 American Society of Civil Engineers.
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Published in print: Mar 1962
Published online: Feb 3, 2021
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P. F. Biery, AM.ASCE
Research Engr., Johns-Manville Corp., Manville, N.J.; formerly, Research Asst., School of Civ. Engrg., Purdue Univ., Lafayette, Ind.
J. W. Delleur, M.ASCE
Assoc. Prof. of Hydr. Engrg., School of Civ. Engrg., Purdue Univ., Lafayette, Ind.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.