Hydraulics of Single Span Arch Bridge Constructionby P.F. Biery,
Serial Information: Journal of the Hydraulics Division, 1962, Vol. 88, Issue 2, Pg. 75-108
Document Type: Journal Paper
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.
Subject Headings: Model tests | Bridge tests | Backwater | Span bridges | Arch bridges | Infrastructure construction | Structural models | Skewness |
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