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Albertson equation amplitude approximately Army Engineer Waterways August bed load benthic CERC channel shoaling coast Coastal Engineering coefficient Completed Coastal Projects computations confidence interval correlation crosscurrents Drainage Basin drogues ebb tide Figure Fisackerly 1970 flood tide freshwater discharge Freshwater flow ft wide hydraulic model located maintenance dredging maximum flood velocities MCCP meters middepth miles model study Model velocity Monitoring Completed Coastal navigation channel north beach north jetty rehabilitation Oregon outer end percent Portland predicted prototype data Qmax ratio Reedsport regime theory relationship river mouth salinity seaward sediment shallow-water wave height significant height significant wave height Simon and Albertson sq ft structures surface tidal prism tidal range tide gage tion training jetty extension U.S. Army Engineer Umpqua Estuary Umpqua River entrance Umpqua River Estuary upstream values variations water depth water quality Waterways Experiment Station Waverider well-mixed width Winchester Bay