Applegate Dam Spillway and Outlet Works, Applegate River, Oregon |
Common terms and phrases
1768 REGULATING OUTLET 1V ON 2H 2H FISH FACILITIES 2V ON 3H Applegate River BOTTOM IN FT BOTTOM PRESSURE CHANNEL RIVER DISCHARGE CONDITIONS REGULATING OUTLET CONDITIONS SPILLWAY CHANNEL design plunge pool discharge of 6,100 downstream channel downstream end DOWNSTREAM FACE EMBANKMENT SPILLWAY CHUTE FACE OF EMBANKMENT FACILITIES ACCESS 1780 FACILITIES EL 1767 final design FISH FACILITIES ACCESS fish migration FLOW CONDITIONS SPILLWAY FT ABOVE BOTTOM FT OF WATER hydraulic jump LEFT WALL LEGEND VELOCITY maximum pool NUMBER OPERATING CONDITIONS REGULATING Original design plunge outlet discharge OUTLET SPILLWAY 5.900 PIEZOMETER Plan B plunge pool and downstream pool elevation 1987 PRESSURE ON BOTTOM REGULATING OUTLET SPILLWAY right bank RIGHT WALL RIVER DISCHARGE 35 rooster tail shown on plate SPILLWAY 5.900 CFS spillway approach channel SPILLWAY CHANNEL RIVER Spillway discharge 29,700 stilling basin U.S. customary units upper flip bucket upstream end valves VELOCITY IN FPS WALL IN FOREBAY WATER IMPACT AREA WAVE RIDEUP