The
AKROKERAMOS site was selected mainly for reasons of economy and accessibility.
The harbor protected by the 800 m breakwater is located at Piraeus, at
the Saronikos gulf in Attica. It is in general a subject of prime consideration
that the AKROKERAMOS project was in fact, one of the very first attempts to illustrate
this type of approach in wave energy exploitation as a multi-purpose solution
accessing both financial and technical constrains. In this respect, the
whole design efforts were focused on providing a radically new solution,
by means of a conformal and modular, self-standing wave energy converter,
suitable for further mounting on the run-up wall of the breakwater. Functionally,
the converter would also serve the purpose of absorbing most of the energy
of the impacting waves -as it is exposed to the sea wave action, and, turn
it into compressed air (subsequently converted into electric power).
Among several considerations, the estimated wave potential was not particularly
high, yet, the force of impacting waves was quite appreciable, since the
rather long estimated fetch (over 60 Km) and the strong winds, often created
wave heights in excess of 5m. This was the the subsequent reason for construction
parameters of the run-up height above sea-level to reach 12 meters. The
subject of breakwater related water-slamming impacts and resulting structural
damage, has been often substantial. This issue has been the subject of
considerable research, some of it coming from initiatives related to JOULE,
such as the the MAST. The proposed combined exploitation under the AKROKERAMOS
project, was candidate to provision of a new terget application. A brief
paper describing breakwater related stresses is offered in this section,
for general education purposes.
Some
further civil engineering diagrams of the AKROKERAMOS breakwater are offered
for further evaluation. |
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Breakwaters
& coast defences
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Vertical
face breakwaters and seawalls -
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AKROKERAMOS
breakwater
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Overall
structural view -
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AKROKERAMOS
breakwater
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Detailed
structural view and dimensions -
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