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SPILLWAY DISCHARGE COEFFICIENTS
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Appendix III 31 approach channel Army Engineer Waterways baffle piers boundary layer Bureau of Reclamation cavitation Chief Joseph Dam chute spillway computed contraction coefficient crest curve crest gates crest shape curved crest design head discharge coefficient discussed in subparagraph displacement thickness downstream quadrant end sill energy dissipation Engineer Waterways Experiment equation erosion flip bucket Froude number head loss height High Overflow Dams HIGH OVERFLOW SPILLWAYS hydraulic design hydraulic jump Hydraulic Model Studies indicated Low Ogee Crests morning glory spillway nappe overflow crest potential flow Proceedings of ASCE prototype tests radius ratio reservoir resistance coefficient rock roller bucket sharp-crested weir shown in Plate side channel spillway sidewall slab slope spillway crest spillway design stilling basin submergence supercritical flow tailwater tainter gate toe curve tunnel U. S. Army Engineer U. S. Bureau upstream face velocity of approach water surface Waterways Experiment Station wave