. Cost-effective optimization of rubble-mound breakwater cross sections. Breakwaters; Breakwaters. z < Cm <5 o DC ^ 1- _l u m rH CC DO 01 UJ =3 3 z oc 4-> llil_ Q. LU c < o 47. 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 Engine
. Cost-effective optimization of rubble-mound breakwater cross sections. Breakwaters; Breakwaters. z < Cm <5 o DC ^ 1- _l u m rH CC DO 01 UJ =3 3 z oc 4-> llil_ Q. LU c < o 47. 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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