. Coastal processes assessment for Brevard County, Florida, with special reference to test plaintiffs. Shorelines; Beach erosion; Coast changes. 200 250 300 350 Hr Figure E-5: Tropical Storm Gordon, 1989 water level, starting 00 hr 941110. 400 10 I Gordon 94, Wave Height, H, and Period, T. o i I I i i I i i i i i I i I i i i i i i i i i i i i I I I I ' 0 50 100 150 200 250 300 350 400 Figure E-6: Tropical Storm Gordon, 1994 wave height and period, starting 00 hr 941110. E-4 Appendix E Water Levels and Waves. Please note that these images are extracted from scanned page images that may have bee
. Coastal processes assessment for Brevard County, Florida, with special reference to test plaintiffs. Shorelines; Beach erosion; Coast changes. 200 250 300 350 Hr Figure E-5: Tropical Storm Gordon, 1989 water level, starting 00 hr 941110. 400 10 I Gordon 94, Wave Height, H, and Period, T. o i I I i i I i i i i i I i I i i i i i i i i i i i i I I I I ' 0 50 100 150 200 250 300 350 400 Figure E-6: Tropical Storm Gordon, 1994 wave height and period, starting 00 hr 941110. E-4 Appendix E Water Levels and Waves. 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 Kraus, Nicholas C; Byrnes, Mark R; Lindquist, Anne-Lise; United States. Army. Corps of Engineers; U. S. Army Engineer Waterways Experiment Station; Coastal and Hydraulics Laboratory (U. S. Army Engineer Waterways Experiment Station); United States. Dept. of Justice. Environment and Natural Resources Division. Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station
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