Deposition and Erosion Testing on the Composite Dredged Material Sediment Sample from New Bedford Harbor, Massachusetts |
Common terms and phrases
30-min resuspension periods Army Engineer Waterways ASCENDING TUBE bed material bed shear stress Bedford Harbor Coefficient of determination coefficients concentration dependence concentration-dependent settling contaminant migration critical shear stress cubic centimetres curves deposited sediment depositing fraction deposition and erosion deposition phase dredged material dredging and disposal easily eroded fraction Engineer Waterways Experiment enhanced-settling Equation equilibrium suspensions Erosion Test Estuarial Fine-grained sediments flow speed Geometric Mean Settling Geometric standard deviation grain size distribution HYDROMETER initial concentration Krone Laboratory N/sq power law regression samples were taken second resuspension period SECURITY CLASSIFICATION sediment additions sediment fractions sediment water tunnel Series II tests settling rates settling test phases Settling tration Velocity Settling Velocity mm/sec silt Standard Deviation Skewness suspended material Teeter Test IV-1 test material tests began Tests were performed thermistor three tests tion Tuxford U.S. STANDARD SIEVE upper harbor upper New Bedford USACE versus t/h Waterways Experiment Station ZIP Code