. Depth-limited significant wave height : a spectral approach. Water waves; Wind waves. I6p 15 - 14 13 12 II 10 E ^ 9 .c .E* 8 a> o, 7 > » 6 5 4 3 2 1. 1 2 3 4 5 6 7 8 Square Root of Depth (m'/^) Figure 6. Variation of significant wave height, H£, with the square root of water depth. After a region of shoaling, wave height drops off linearly with the square root of water depth. Differing slopes are due to variations in a and f^.. 19. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of th
. Depth-limited significant wave height : a spectral approach. Water waves; Wind waves. I6p 15 - 14 13 12 II 10 E ^ 9 .c .E* 8 a> o, 7 > » 6 5 4 3 2 1. 1 2 3 4 5 6 7 8 Square Root of Depth (m'/^) Figure 6. Variation of significant wave height, H£, with the square root of water depth. After a region of shoaling, wave height drops off linearly with the square root of water depth. Differing slopes are due to variations in a and f^.. 19. 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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