Irregular Wave Orbital Velocities at Coastal Structures
Figure 1. Reflection phase relationship fopr smooth and rubble mound structures for non-breaking waves
Figure 2. Reflection coefficient relationshipfor smooth plane sloping structures
Figure 5. Initial intercative screen displayed in Shrareware program
Figure 4. Comparison of predicted values tomeasured values of u and w, for two different conditions measured in the laboratory
User-Supplied Spectrum Option
Figure 6. Example of TMA Spectrum
Figure 7. Plot showing calculated velocities for mid-depth conditions
Estimation of Root-Mean-Squared Irregular Wave Velocities
Summary - cetn-iii-540010
cetn-iii-54
Figure 1. Reflection phase relationship fopr smooth and rubble mound structures for non-breaking waves
Figure 2. Reflection coefficient relationshipfor smooth plane sloping structures
Figure 5. Initial intercative screen displayed in Shrareware program
Figure 4. Comparison of predicted values tomeasured values of u and w, for two different conditions measured in the laboratory
User-Supplied Spectrum Option
Figure 6. Example of TMA Spectrum
Figure 7. Plot showing calculated velocities for mid-depth conditions
Estimation of Root-Mean-Squared Irregular Wave Velocities
Summary - cetn-iii-540010
cetn-iii-54
