Damage Development on Stone Armored Breakwaters and Revetments
Figure 1. Damaged section parameters
Figure 2. Rubble-mound structure cross section
PREDICTIVE RELATIONS
Figure 3. Mean damage as a function of number of waves at mean period
EXAMPLE: A single storm example is provided to show how parameters are used in the equations
CONCLUSIONS - chetn-iii-640007
REFERENCES - chetn-iii-640008
chetn-iii-64
Figure 1. Damaged section parameters
Figure 2. Rubble-mound structure cross section
PREDICTIVE RELATIONS
Figure 3. Mean damage as a function of number of waves at mean period
EXAMPLE: A single storm example is provided to show how parameters are used in the equations
CONCLUSIONS - chetn-iii-640007
REFERENCES - chetn-iii-640008
chetn-iii-64
