Design of Labyrinth Spillways

The capacity of a labyrinth spillway is a function of the total head, the effective crest length, and the crest coefficient. The crest coefficient depends on the total head, weir height, thickness, crest shape, apex configuration, and the angle of the side legs. Data and a procedure are presented fo...

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Veröffentlicht in:	Journal of hydraulic engineering (New York, N.Y.) N.Y.), 1995, Vol.121 (3), p.247-255
Hauptverfasser:	Tullis, J. Paul, Amanian, Nosratollah, Waldron, David
Format:	Artikel
Sprache:	eng
Schlagworte:	Accuracy Aeration Applied sciences Buildings. Public works Capacity Coefficients Dams and subsidiary installations Design factors Discharge Exact sciences and technology Height Hydraulic constructions Hydraulic engineering Layout Legs Mathematical models Pressure head Q1 Spillways TECHNICAL PAPERS
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