Monitoring of Jetty Improvements at Umpqua River, Oregon |
Common terms and phrases
Albertson equation approximately August bed load benthic bottom CERC channel shoaling coefficient computations confidence interval correlation crosscurrents daily averages data at station Drainage Basin drogues ebb tide Fisackerly 1970 flood tide FOLLOWING MOON'S TRANSIT freshwater discharge Freshwater flow Harbor HOUR FOLLOWING MOON'S HOURS AFTER MOON'S hydraulic model located maintenance dredging maximum flood velocities MCCP MERIDIAN Figure meters MIDDEPTH model investigation model study Model velocity navigation channel north beach north jetty rehabilitation Oregon outer end PACIFIC OCEAN percent predicted prototype data Prototype velocity data Qmax ratio Reedsport regime theory relationship river mouth seaward shallow water shallow-water wave height significant wave heights Simon and Albertson SMITH RIVER sq ft structures surface tidal prism tidal range tide gage tion training jetty extension TRANSIT OVER 124 U.S. Army Engineer Umpqua Estuary Umpqua River entrance Umpqua River Estuary upstream values water quality Waterways Experiment Station Waverider width WINCHESTER BAY