Fig. 1. Position Map of Wave Gauge and Wave-Induced Current
Fig. 2. Time variation of observation wave
Fig. 3. Incidence rate of Significant Wave Heights (H1/3) per Wave Directions
Fig. 4. Incidence rate of Maximum Heights (H1/10) per Wave Directions
Fig. 5. Incidence rate of Average Wave Heights (Hmean) per Wave Directions
Fig. 6. Incidence rate of Extreme Heights (Hmax) per Wave Directions
Fig. 7. Movement path of buoys over time
Fig. 8. Grid position map of main Deepwater Design Wave (50-year reproduction frequency)
Fig. 9. Location map of Normal Wave Height
Fig. 10. Experiment results of Wave Height Distribution of WNW Wave direction (50-year frequency)
Fig. 11. Experiment results of Wave Height Distribution of W Wave direction (50-year frequency)
Fig. 12. Verification experiment result of Wave-induced Current
Fig. 13. CASE 1 Experiment Result of Wave-induced Current
Fig. 14. CASE 2 Experiment Result of Wave-induced Current
Fig. 15. CASE 3 Experiment Result of Wave-induced Current
Table 1. Investigation contents
Table 2. Average and Maximum·Minimum values of Wave property coefficients
Table 3. Observation results of Wave-induced current
Table 4. Wave Transformation Experiment Overview
Table 5. The results of the design wave analysis for the 50-year frequency interval
Table 6. Summary of Experimental for Wave-induced current
References
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