Un impianto REWEC3 per la produzione di energia elettrica da … · Un impianto REWEC3 per la...
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Un impianto REWEC3 per la produzione di energia elettrica da moto ondoso: dall’invenzione del prof. Paolo Boccotti alla costruzione del primo prototipo
Felice Arena (Professore Ordinario di Costruzioni Marittime)
WAVENERGY.IT s.r.l. – Spin-off dell’Università Mediterranea - Reggio Calabria Natural Ocean Engineering Laboratory, Università Mediterranea
Workshop: ENERGIA DAL MARE
Le Nuove Tecnologie Per i Mari Italiani 1 - 2 LUGLIO 2014 - ENEA Via Giulio Romano 41, ROMA
www.wavenergy.it
Agenzia nazionale per le nuove tecnologie l’energia e lo sviluppo economico sostenibile
Report 02-1.1 OES-IA Annex II Task 1.1
Guidelines for Development and Testing of Ocean Energy Systems
March 2010 - OES-IA Document nº T02-1.1
The worldwide wave energy in kW / m . Data derived from ECMWF (European Centre for
Medium-Range Weather Forecasts) WAM model. The data were calibrated and corrected
(by Oceanor) by considering data of buoys and satellite TOPEX
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Falcao, 2010
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An OWC (Oscillating Water Column) plant consists of a chamber,
submerged in the sea water and open below the water surface so that
waves can enter into the box; an air-duct, with a turbine (T), connects the
chamber to the atmosphere. The principle of OWC plants is the following:
under wave motion the air in the chamber is alternately compressed (under
wave crests) and decompressed (under wave troughs), so that the air
produces a flow in the duct in both the directions. The air flow drives a
self-rectifying turbine and a generator produces electrical power.
The caisson has, on the wave-beaten side, a vertical duct (1) that is connected both to
the sea through upper opening (2), and to an inner room (3) through a lower opening
(4). This inner room contains a water mass (3a) in its lower part and an air pocket (3b)
in its upper part. An air-duct (5), which connects the air pocket (3b) to the atmosphere,
contains a self-rectifying turbine (6).
When waves produce a
pressure fluctuation at the
outer opening (2), water
oscillates up and down in
the duct (1), and the air
pocket alternately is
compressed and expanded.
Then, an alternate air flow is
obtained in the air duct
which drives the self-
rectifying
turbine (6).
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DESCRIPTION OF A RESONANT WAVE ENERGY CONVERTER (REWEC 3)
Patent by Professor Paolo Boccotti
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Wave crest Wave trough
DESCRIPTION OF A RESONANT WAVE ENERGY CONVERTER (REWEC 3)
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From OWC toward REWEC3 (or U-OWC)
The eigenperiod of oscillations inside OWCs is typically smaller than
the wave period, and there is no way to change its eigenperiod.
A new kind of OWC caisson (U-OWC or REWEC3/3, REsonant Wave
Energy Converter) has been patented by prof. Paolo Boccotti (EU N.
1332519), which has the advantage to obtain a natural resonance
without any device for phase control.
In an U-OWC the eigenperiod is very close to the period of the waves
with the largest amount of energy.
(for comparison see: Boccotti P., 2007. Comparison between a U-OWC and a
conventional OWC. Ocean Engineering. vol. 34, pp. 799-805 )
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Average electrical power produced during 1 year from a REWEC plant with total lenght of 1km
Tyrrhenian Sea, Mediterranean Sea: 5.700 MWh/km
Channel of Sicily, Mediterranean Sea: 7.000 MWh/km
West Sardinia, Mediterranean Sea: 10.000 MWh/km
USA, California: 66.000 MWh/km
Atlantic EU coast: 40.000 MWh/km
Mauritania: 32,000 MWh/km
ELECTRICAL POWER
PRODUCED BY A REWEC3
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Civitavecchia Port
(Port of Rome, Italy):
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THE FIRST PROTOTYPE OF REWEC3 CAISSONS HAS BEEN REALIZING IN THE CIVITAVECCHIA PORT
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CIVITAVECCHIA: ACTUAL PORT
THE FIRST PROTOTYPE OF REWEC3 CAISSONS HAS BEEN REALIZING IN THE CIVITAVECCHIA PORT
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Port of Civitavecchia “PROLUNGAMENTO DELL’ANTEMURALE C. COLOMBO DARSENE SERVIZI E TRAGHETTI”. Works of Port Authority of Civitavecchia, Fiumicino e Gaeta Main contractor: Grandi Lavori Fincosit S.p.A. Impresa Pietro Cidonio S.p.A. CoopSette scarl Itinera SpA)
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THE FIRST PROTOTYPE OF REWEC3 CAISSONS IN THE CIVITAVECCHIA PORT
Felice Arena Energia dal mare, ENEA, Roma, 1 - 2 LUGLIO 2014
U-OWC
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10m
3.2m
-8m
-2m
22.7m
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THE FIRST PROTOTYPE OF REWEC3 CAISSON IN THE CIVITAVECCHIA PORT
DESIGN STEPS
U-OWC
PRESSURE DISTRIBUTION
U-OWC
The values of the pressure along the U-duct are
calculated by means of Bernoulli law.
The maximum loads acting on the internal and
external walls both of the pneumatic chamber and of
the vertical duct are calculated under two different
configurations:
• plant under compression
• plant under depression
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Typical values of loads are
comprised between 100 and 250
kN/m2.
THE FIRST PROTOTYPE OF REWEC3 CAISSON IN
THE CIVITAVECCHIA PORT: WAVE CLIMATE
Distribution of significant wave height in a Weibull paper
THE FIRST PROTOTYPE OF REWEC3 CAISSON IN
THE CIVITAVECCHIA PORT: WAVE CLIMATE
Return period of sea storms in which the maximum significant wave
height exceed a given threshold: THE DESIGN WAVE
u
usw
h
w
hu
hbhHR exp
1
)()( 0
Calculation by means of EquivalentTriangular
Storm model
0.1
1
10
100
2 3 4 5 6 7
R(Hs>h)
[yr]
h [m]
THE FIRST PROTOTYPE OF REWEC3 CAISSON IN
THE CIVITAVECCHIA PORT: WAVE CLIMATE
Directional Analysis for Extreme Waves
Calculation by means of EquivalentTriangular
Storm model
uuuus
w
hu
w
h
w
hu
w
h
hbhHR
1exp1exp
);();( 21
210
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0 100 200 300 400wave direction [°N]
wa
wb
THE FIRST PROTOTYPE OF REWEC3 CAISSON IN
THE CIVITAVECCHIA PORT: WAVE CLIMATE
Directional Analysis: wave climate
THE FIRST PROTOTYPE OF REWEC3 CAISSON IN
THE CIVITAVECCHIA PORT: WAVE CLIMATE
THE FIRST PROTOTYPE OF REWEC3 CAISSON IN THE CIVITAVECCHIA PORT: OVERALL STABILITY
Calculation of extreme forces for design condition
dd' d
P
b
P
P
b
n
max
(+)
(+)w1
w2
(+)
w
THE FIRST PROTOTYPE OF REWEC3 CAISSON IN THE CIVITAVECCHIA PORT
CAISSON
A
10m
3.2m
-8m
-2m
22.7m
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THE FIRST PROTOTYPE REWEC3 CAISSON FOR THE CIVITAVECCHIA HARBOUR
CAISSON
A
34m
3.9m
3.2m
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THE FIRST PROTOTYPE REWEC3 CAISSON FOR THE CIVITAVECCHIA HARBOUR
CAISSON
B
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THE FIRST PROTOTYPE REWEC3 CAISSON FOR THE CIVITAVECCHIA HARBOUR
Data for structural design
Extreme wave group occurring at the wall (quasi-determinsm theory),
includind diffraction effect
Water level inside the chamber and extreme pressures (140kN)
Pressures inside the chamber
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THE FIRST PROTOTYPE REWEC3 CAISSON FOR THE CIVITAVECCHIA HARBOUR
December 2012: building of the first REWEC3 caisson
34x22.7m
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THE FIRST PROTOTYPE REWEC3 CAISSON FOR THE CIVITAVECCHIA HARBOUR
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SUMMARY OF THE CIVITAVECCHIA PROJECT:
i. 17 REWEC3 (U-OWC) caisson, each with length of 34m;
(overall length: 578m)
ii. 136 chambers, for turbines of around 20kW (It is schedule
an installation of about 2.7 MW)
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Energy performances: estimation of wave energy absorption and of
electrical power production
In our idea the breakwater (for the total number of 136 chambers) should be able to give:
- more than 0.6MW, when significant wave height is close to 1m;
- increasing Hs up to 2m, we expect that the power that will increase up to about 2MW;
- with 3m of significant wave height, or more, we will have the maximum power, which is limited by the
turbine and current generators at a value close to 2.7MW.
136 active cells for the wave energy absorption, each one provided with a turbine
in
pla
PC
wavesseaincident theofenergy
plant by the absorbedenergy
for significant wave heights between 2m and 3m, the plant will absorb more than 80% of the incident
waves.
The chambers of the REWEC3 plant are able to give more than 2,800 MWh of the
average wave energy converted in electrical power in a year.
This estimation takes into account also the periods during which the production of the plant is zero.
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THE CIVITAVECCHIA BREAKWATER WITH REWEC3 CAISSONS UP TO JANUARY 2014 www.wavenergy.it
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THE FINALIZATION OF THE FIRST REWEC3 CAISSON IN OCTOBER 2013
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JANUARY 2014. THE SECOND REWEC3 CAISSON IS READY
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THE CIVITAVECCHIA BREAKWATER WITH REWEC3 CAISSONS IN JANUARY 2014
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8 REWEC3 CAISSON AT FINAL SITE
U-OWC in Civitavecchia Port
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December 2013
8 REWEC3 CAISSON
AT FINAL SITE
AND THE 2 CAISSONS
COMPLETED UP TO 10M
ABOVE M.W.L.
U-OWC in Civitavecchia Port
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December 2013
8 REWEC3 CAISSON
AT FINAL SITE
AND THE 2 CAISSONS
COMPLETED UP TO 10M
ABOVE M.W.L.
U-OWC in Civitavecchia Port
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December 2013
October 2014: Starting with
hydrodynamic monitoring of
an equipped caisson
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New projects, that received the financial support, for the realization of REWEC3 caissons:
(i) Marina di Cicerone (Formia, Italy):
from limited companies IPC S.p.A. & Marina di Cicerone S.p.A.
(ii) Commercial port of Salerno (Italy) – final design
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Marina di Cicerone (Formia, Italy)
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Vertical breakwaters in Italy with a REWEC3/3
Marina di Cicerone (Formia, Italy) (8 cells – 160 kW) working plan (executive design)
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Commercial port of Salerno (Italy)
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AN ITALIAN EXPERIENCE: DESIGN OF THE NEW REWEC3 FOR THE COMMERCIAL
HARBOUR OF SALERNO
enlargement of 200m by the adoption of REWEC3
caisson breakwaters
200m
from Port Authority
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The enlargement of 200m of the pre-existing breakwater will be realized by 9 REWEC3 caissons
5 active chambers for each REWEC3 caisson
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An efficient configuration for each caisson breakwater embodying a REWEC3 plant,
at the examined location in the Tyrrhenian Sea for the Salerno’s harbour (Central Mediterranean Sea)
width of the vertical duct
water depth
width of the inner room
width of the inner room height of the inner room, with
respect to MWL
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A REWEC3 with the same safety coefficients for whole stability of a traditional caisson for the Salerno’s harbor
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INTEGRAZIONE DI CONVERTITORI AD ELASTOMERI DIELETTRICI (CED) IN DIGHE REWEC
CED: capacità deformabili che utilizzano il lavoro meccanico di deformazione per
incrementare il potenziale elettrico delle cariche che risiedono sui loro elettrodi.
Potenziali vantaggi rispetto ai
turbogeneratori:
• miglior efficienza energetica;
• semplicità di fabbricazione, installazione
e manutenzione;
• miglior resistenza alla corrosione;
• riduzione del rumore;
• riduzione dei costi.
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Accordo di Programma Ministero dello Sviluppo Economico - ENEA Piano Annuale di Realizzazione 2011/2013
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Nuovo cassone
sperimentale
modulare, in corso di
realizzazione presso il
NOEL
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I progetti illustrati
nella presentazione,
sulla generazione di
energia dal mare,
eseguiti nel Natural
Ocean Engineering
Laboratory e su
scala prototipale
NON sono stati
finanziati dal MIUR
Periodo 2008-2014 – progetti PON, PRIN, FIRB etc.
Thank you very much for your attention
Energia dal mare, ENEA, Roma, 1 - 2 LUGLIO 2014
ACADEMIC YEAR 2013/2014
MEDITERRANEA UNIVERSITY, (ITALY)
For papers and additional info :
[email protected] (Felice Arena)