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Coastal and Hydraulics Laboratory Fact Sheets
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> Figure 3.2 Danage, characterized as eroded volume, as a function of monochromatic wave height for angular stone (SPM 1984)
Table 3.1 Jackson (1968) Breakwater Damage from table 7.9 of SPM (1984)
Damage Progression Prediction (cont.) - CHL-99-170065
CHL-99-17
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