. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. Sea Side 14 cm Harbor Side 40 cm. Figure Definition sketch for typical structure profile ______________________—^ ___ Table Experimental Plans for Incipient Motion Experiments Plan Armor Type Armor Weight W,g Nominal Armor Dia. D„=(V)^'^ cm Struc- ture Slope, cote Off- shore Slope cot a Runup down Meas. Force Meas. 1 Core-Loc 220 100 no no 2 Core-Loo 105 20 no no 3 Stone 200 30 yes no 4 Sphere 58 30 yes no 5 Sphere 212

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. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. Sea Side 14 cm Harbor Side 40 cm. Figure Definition sketch for typical structure profile ______________________—^ ___ Table Experimental Plans for Incipient Motion Experiments Plan Armor Type Armor Weight W,g Nominal Armor Dia. D„=(V)^'^ cm Struc- ture Slope, cote Off- shore Slope cot a Runup down Meas. Force Meas. 1 Core-Loc 220 100 no no 2 Core-Loo 105 20 no no 3 Stone 200 30 yes no 4 Sphere 58 30 yes no 5 Sphere 212 30 yes yes 14. 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 Melby, Jeffrey A; United States. Army. Corps of Engineers; 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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