. Depth-limited significant wave height : a spectral approach. Water waves; Wind waves. U = 30m/s GO O o o a. lOm/s Peak Frequency , fp (Hz) Figure 5. Plot of R = ()^/^ as function of peak frequency of spectrum and windspeed U. Data based on JONSWAP wind sea relationships (Hasselmann, et al., 1973). Coefficient R is used to adjust curves in Figure 4 to account for variation in a. 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 r
. Depth-limited significant wave height : a spectral approach. Water waves; Wind waves. U = 30m/s GO O o o a. lOm/s Peak Frequency , fp (Hz) Figure 5. Plot of R = ()^/^ as function of peak frequency of spectrum and windspeed U. Data based on JONSWAP wind sea relationships (Hasselmann, et al., 1973). Coefficient R is used to adjust curves in Figure 4 to account for variation in a. 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 Vincent, Charles L. (Charles Linwood); Coastal Engineering Research Center (U. S. ). Fort Belvoir, Va. : U. S. Army Corps of Engineers, Coastal Engineering Research Center ; Springfield, Va. : National Technical Information Service, distributor
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