An Empirical Method for Design of Breakwaters as Shore Protection Structures
Table 1. Definition of Beach Type for Use in JMC Design Method
Figure 1. Variables used in JMC design method
Figure 2. Deepwater wave steepness versus nearshore steepness
Step 4: Calculate first approximation to structure distance offshore, X
Figures 5a-c. Relationship between nondimensional parameters and shoreline change at gap
Figure 6. Design example
References - cetn-iii-230008
cetn-iii-23
Table 1. Definition of Beach Type for Use in JMC Design Method
Figure 1. Variables used in JMC design method
Figure 2. Deepwater wave steepness versus nearshore steepness
Step 4: Calculate first approximation to structure distance offshore, X
Figures 5a-c. Relationship between nondimensional parameters and shoreline change at gap
Figure 6. Design example
References - cetn-iii-230008
cetn-iii-23
