The Hydraulic Design of Stilling Basins: Small Basins for Pipe or Open Channel Outlets - No Tail Water Required (Basin VI)

by J. N. Bradley,
A. J. Peterka,


Serial Information: Journal of the Hydraulics Division, 1957, Vol. 83, Issue 5, Pg. 1-17


Document Type: Journal Paper

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Abstract: An impact-type stilling basin is developed which will handle 21 to 340 cubic feet per second. No tail water is required and incoming velocities may be as great as 30 feet per second. General design rules and a table listing critical dimensions and proper riprap sizes for 9 different basin sizes are presented.

Subject Headings: Stilling basins | Hydraulic design | Fluid velocity | Riprap | Basins | Pipelines | Open channels

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