Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 159
Table 1 : Physical soil properties . Density Wetness Soil Dry sand 1900 kg / m3 3 N / A Wet sand 2150 kg / m3 13-17 % Silty sand 2200 kg / m3 20-22 % Table 2 : Mechanical soil properties . Soil Friction Shear strength Dry sand 0.30 N ...
Table 1 : Physical soil properties . Density Wetness Soil Dry sand 1900 kg / m3 3 N / A Wet sand 2150 kg / m3 13-17 % Silty sand 2200 kg / m3 20-22 % Table 2 : Mechanical soil properties . Soil Friction Shear strength Dry sand 0.30 N ...
Page 164
... Table 1. Base case CAP Soil Constitutive properties used in the continuum model - notation is as in Simo [ 6 ] . All the cases analyzed for this paper are listed in Table 2. From this table , it can be seen that a range of pipe sizes ...
... Table 1. Base case CAP Soil Constitutive properties used in the continuum model - notation is as in Simo [ 6 ] . All the cases analyzed for this paper are listed in Table 2. From this table , it can be seen that a range of pipe sizes ...
Page 177
... Table 1 : Ocean Ice in the Bay of Fundy at Sites with Harvestable Tidal Currents Ocean Ice and Tidal Power in Northern Canada The impact of ocean ice on the harvest of tidal power is not likely to be restricted to the headwaters of the ...
... Table 1 : Ocean Ice in the Bay of Fundy at Sites with Harvestable Tidal Currents Ocean Ice and Tidal Power in Northern Canada The impact of ocean ice on the harvest of tidal power is not likely to be restricted to the headwaters of the ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental factor floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed