. Combined reflection and diffraction by a vertical wedge. Waves; Breakwaters; Hydrodynamics. I &25 1 .45 Figure 6. Amplification factor diagram for the thin semi-infinite breakwater for incident wave angle = 30 deg 17. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Chen, Hsuan Shan; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ); United
. Combined reflection and diffraction by a vertical wedge. Waves; Breakwaters; Hydrodynamics. I &25 1 .45 Figure 6. Amplification factor diagram for the thin semi-infinite breakwater for incident wave angle = 30 deg 17. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Chen, Hsuan Shan; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ); United States. Army. Corps of Engineers. Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service
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