The
sea-bed profile is often of significant consideration -particularly so
for next-to- shore or, near-shore devices, as it is the decisive factor
for useful wave energy dissipation. Although a complex theoretical subject
in Coastal Engineering, it is also quite difficult to assess in wave energy
application projects. Hence, gradual depth reduction, sea-bed deformations
and anomalies, and, particularly, the formation of a “breaker bar”,
are issues directly affecting the useful wave energy spectrum, as well
as the individual wave profile.
The
AKROKERAMOS project was not specifically –or extensively- concerned with
sea-bed mapping and consequent wave energy spectrum re-evaluation issues,
mainly because the depth frontward to the breakwater exceeded 20m, as to
be considered to cause an insignificant reduction.
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Wave
energy to sea-bed interaction profile
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schematic
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