Brink Depth for a Circular Channelby C. D. Smith,
Serial Information: Journal of the Hydraulics Division, 1962, Vol. 88, Issue 6, Pg. 125-134
Document Type: Journal Paper
Discussion: DataNotAvailable (See full record)
The relationship between the discharge and the depth at the brink of a freely discharging circular section is investigated. Through application of the momentum equation between a section upstream from the brink and a section downstream from the brink, the limits for the brink depth are established from theory. Experimental test points are found to lie between the limits so delineated. A dimensionless plot is provided, from which the discharge versus brink depth can be calculated for design purposes for any size of pipe.
Subject Headings: Rivers and streams | Pipelines
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