Experiments on Culvert Flowby Hans J. Leutheusser, Univ of Toronto, Toronto, Ont, Canada,
John Drossis, Univ of Toronto, Toronto, Ont, Canada,
Document Type: Proceeding Paper
Part of: Hydraulic Engineering
Abstract: Laboratory experiments are described which were performed on small-scale models of smooth circular culverts of length-to-diameter ratio varying between 13 and 52, and longitudinal downward slopes ranging from horizontal to 2. 50 percent. Results are presented on headwater requirements for culverts with a sharp-edged entrance and an unsubmerged outlet.
Subject Headings: Culverts | Open channel flow | Scale models | Water flow | Slopes | Hydrologic models | Hydraulic models
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