. Design for navigation improvements at Nome Harbor, Alaska : coastal model investigation. Harbors; Navigation; Hydraulic models. LEGEND — SPECTRA GENERATED — DESIRED SPECTRA. J L Frequency (Hz) Figure 7. Typical energy density-versus-frequency plots (model terms) for a wave spectra; 12-sec, 2-m () waves (prototype) ' . ' ', I . " - Ii i J 1II1 ill i Jl I ' £ e- 0 0 100. 200. 300. 400. 500.
. Design for navigation improvements at Nome Harbor, Alaska : coastal model investigation. Harbors; Navigation; Hydraulic models. LEGEND — SPECTRA GENERATED — DESIRED SPECTRA. J L Frequency (Hz) Figure 7. Typical energy density-versus-frequency plots (model terms) for a wave spectra; 12-sec, 2-m () waves (prototype) ' . ' ', I . " - Ii i J 1II1 ill i Jl I ' £ e- 0 0 100. 200. 300. 400. 500. 600. 700. 800. 900. 100C 11 DO. Time (sec) Figure 8. Typical model-scale wave train time series; 12-sec, 2-m () wave (prototype) 16 Chapter 3 Experimental Conditions and Procedures. 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 Bottin, Robert R; Acuff, Hugh F; United States. Army. Corps of Engineers. Alaska District; U. S. Army Engineer Waterways Experiment Station; Coastal and Hydraulics Laboratory (U. S. Army Engineer Waterways Experiment Station). Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station
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Keywords: ., bookc, bookcentury1900, booksubjectharbors, booksubjectnavigation
