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<br />. <br /> <br />Spi llway <br />Type: Gate Controlled Ogee (Overflow) <br />Concrete Crest and Apron <br />Type of Gates: Radial Size 25'x12' <br />Width of Spillway Bays (ft)............................. <br />Number of Spillway Bays................................. <br />Spillway Crest Elevation (ft, msl)...................... <br />Capacity at Reservoir Pool El 5255 (cfs) <br />(Full Gate Opening)................................ <br /> <br />Sti 11 ing Bas in <br />Type: Type III Hydraulic Jump Energy <br />Dissipator Basin <br /> <br />Width (ft) ......................................... 240 <br />Length (ft) . . . . . .. . . . . .. . . . .. .. . . . . . .. .. .. . . . . . . . .. . 70 <br /> <br />25 <br />8 <br />5,240 <br /> <br />45,250 <br /> <br />River Channel Improvement <br />Type: Dredged <br /> <br />Width (ft) ......................................... 200 <br />Length (ft) Downstream From Dam Axis.................... 6,000 <br />Depth (ft) at Dam Axis.................................. 15 <br />Depth (ft) 6000 ft Downstream From Dam Axis............. 0 <br />Channel Elevation at Dam Site (ft, msl)................. 5,175 <br /> <br />Power Outlets Works <br /> <br />. <br /> <br />Intake Structure <br />Type: Bellmouth Entrance on Face of <br />Dam with Submerged Steel trashracks <br />8ellmouth Invert Elevation (ft, msl).................... 5190.5 <br /> <br />Penstock <br />Type: Steel Conduit Encased in <br />Conventional Concrete <br /> <br />Diameter (ft) ......................................... 12 <br />Maximum Flow Velocity During Power Plant <br />Operation (ft/sec)..... IO'... IO... IO.. IO........ IO...... 14.2 <br />Guard Valve Type: Butterfly <br /> <br />Number . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 <br />Diameter (i n ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 144 <br /> <br />. <br /> <br />3686-a/3 <br /> <br />$-10 <br />