Hydraulic design criteria

BASE WIDTH SIDE BASIC EQUATION Bureau of Reclamation CK THOUSANDS CK VS BASE COEFFICIENTS HYDRAULIC DESIGN COMPUTATION HYDRAULIC COORDINATES CREST AXIS crest shapes CRITICAL DEPTH DEFINITION SKETCH DEPTH IN FEET DESIGN HEAD diameter downstream elevation ENERGY-DEPTH CURVES FLIP BUCKET FLOW FUNCTION friction factor ft Base Width FT PER SEC gate lip gate opening GATE SECTION gate slots H/Ha head loss HIGH OVERFLOW DAMS HYDRAULIC DESIGN CHART HYDRAULIC DESIGN CRITERIA HYDRAULIC EXPONENT HYDRAULIC JUMP HYDRAULIC RADIUS Manning's MORNING GLORY SPILLWAYS NEGLIGIBLE VELOCITY NORFORK OPEN CHANNEL FLOW orifice OVERFLOW SPILLWAY CREST PIER CONTRACTION COEFFICIENTS Pine Flat Pine Flat Dam plotted PRESSURE-DROP COEFFICIENT PROTOTYPE ratio RECTANGULAR Reynolds number Sample Computation SHEET SQ FT STRAIGHT CIRCULAR CONDUITS SUGGESTED DESIGN CURVE SUPERCRITICAL FLOW TAINTER GATES TRAPEZOIDAL CHANNELS CK U. S. Army USBR VALUES OF CK Valves VELOCITY HEAD VELOCITY OF APPROACH Vicksburg Waterways Experiment Station WIDTH IN FEET WIDTH SIDE SLOPE