. Cost-effective optimization of rubble-mound breakwater cross sections. Breakwaters; Breakwaters. IAI3 'lAiyOdiVld 3A0SV N0I1VA31B LJJ CO lZ II O- *^ uj E ^ CD I ^^. \ gco N ââ .. - . 1â r^ CO UU C3 H- GO OO. CJ Iâ GO 38. 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 Smith, Orson P; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ); United States. Army. Corps of Engineers. Vic
. Cost-effective optimization of rubble-mound breakwater cross sections. Breakwaters; Breakwaters. IAI3 'lAiyOdiVld 3A0SV N0I1VA31B LJJ CO lZ II O- *^ uj E ^ CD I ^^. \ gco N ââ .. - . 1â r^ CO UU C3 H- GO OO. CJ Iâ GO 38. 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 Smith, Orson P; 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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