Figure 17. Contoured plot of wave height transformation for Structure 3,
Experiment 1 (gauge arrangements 1 through 4). Wave period is
0.8 sec, flood current off, wave approach 0 deg (perpendicular to
shoreline) for this irregular wave case. Contour interval is 0.30 cm
(0.01 ft). Arrows show peak wave direction acquired at peak period
28
Chapter 4 Physical Model Results
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