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Army Engineer Waterways bed material bed shear stress Bedford Harbor Coefficient of determination coefficients concentration-dependent settling constant contaminant migration critical shear stress current shear curves deposited sediment deposition and erosion deposition fraction deposition phase deposition test phases dredged material dredging and disposal easily eroded fraction enhanced-settling Equation equilibrium suspensions EROSION TESTING Estuarial Estuarine Processes Branch Fine-grained sediments Geometric Mean Geometric standard deviation grain size distribution Hydraulics HYDROMETER Krone Kurtosis Laboratory magnitude mg/fc mg/Jl N/sq N0ISN3dSnS plots power law range regression resuspension periods samples were taken SECURITY CLASSIFICATION sedi sediment additions sediment fractions sediment water tunnel settling rates settling test phases Settling velocity distributions shear stress sensor sieved composite sample silt sion Skin Friction suspended material suspended sediment concentration Test IV-1 test material test series Tests were performed tion Tuxford Unclassified upper harbor upper New Bedford USACE versus t/h Waterways Experiment Station