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|Title:||General spillway investigation : hydraulic model investigation|
|Authors:||Maynord, Stephen T.|
|Publisher:||Hydraulics Laboratory (U.S.)|
Engineer Research and Development Center (U.S.)
|Series/Report no.:||Technical report (U.S. Army Engineer Waterways Experiment Station) ; HL-85-1.|
Abstract: A design procedure for spillway crests has been developed that is applicable to a wide range of approach depths, upstream slopes, and heads on the crest. This report presents the results of systematic model tests of spillway crests designed using the procedure and covering a wide range of design conditions. Discharge coefficients, crest pressures, and water-surface profiles were determined both with and without piers on the crest.
|Appears in Collections:||Technical Report|