. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. agreement for Equations and is good for the three series except that the formulas do not predict damage stabilization adequately. This deficiency becomes much worse for b = The calibrated value of ^ = indicates that damage varies less with time t in the long duration experiments using uniform-sized stone armor. The calibrated values of a^ = and a^ = for b = are much larger than a^ = for b = estimated using data fro
. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. agreement for Equations and is good for the three series except that the formulas do not predict damage stabilization adequately. This deficiency becomes much worse for b = The calibrated value of ^ = indicates that damage varies less with time t in the long duration experiments using uniform-sized stone armor. The calibrated values of a^ = and a^ = for b = are much larger than a^ = for b = estimated using data from Table This difference is mainly caused by the different value of b. As an example, for t fT„ = 10,000, {t IT J = 10 or 100 for b = or Consequently, the values of a^ and Op are coupled with the calibrated value of 0 10000 20000 30000 40000 50000 60000 Number of Waves, Nw • measuredS -—• + os -°- measjS- os Figure Damage prediction relations compjired to data for Series A' 125. 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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