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Partnership for Wave Power - Roadmaps
Wave Energy Technology Roadmaps
K. Nielsen, J. Krogh, H. J. Brodersen, P. R. Steenstrup, H. Pilgaard, L. Marquis, E. Friis-Madsen, J. P. Kofoed
EUDP 13-I J.nr. 64013-0107
ISSN 1901-726X
DCE Technical Report No. 186
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Partnership for Wave Power - Roadmaps
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Partnership for Wave Power - Roadmaps
-
Aalborg University
Department of Civil Engineering
Water and Soil
DCE Technical Report No. 186
Partnership for Wave Power - Roadmaps
By
Kim Nielsen, Jan Krogh, Hans Jørgen Brodersen
Per Resen Steenstrup, Henning Pilgaard,
Laurent Marquis, Erik Friis-Madsen and Jens Peter Kofoed
April 2015
© Aalborg University
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Partnership for Wave Power - Roadmaps
Scientific Publications at the Department of Civil Engineering
-
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Published 2015 by
Aalborg University
Department of Civil Engineering
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DK-9200 Aalborg SV,
Printed by Aalborg University.dk
ISSN 1901-726X
DCE Technical Report No. 186
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AP 2 Roadmap for mooring systems ......................................................... 9
Contents
Partnership for Wave Power - Roadmaps................................................. 1
Wave Energy Technology Roadmaps ........................................................ 1
Introduction and Purpose ..................................................................... 1
Foreword ................................................................................................... 2
Long term development plan.................................................................... 3
1 Prototype Test and Demonstration ....................................................... 4
2 Demo Parks ............................................................................................ 4
3 Large Demo Parks................................................................................... 4
4 Off shore Energy Park ............................................................................ 4
Development Plan for Target Costs for Danish Wave Power ................... 5
Reducing the Cost of Energy ..................................................................... 6
OPEX .................................................................................................. 6
Summary of Development Themes and Recommendations .................... 7
Structure & Prime mover
................................................................... 7
PTO - Mechanical & electrical
........................................................... 7
Foundations & moorings
................................................................... 7
Grid connection
................................................................................. 7
Installation
........................................................................................ 7
Conclusions ............................................................................................... 8
Wave Power off-shore research test rig ............................................... 8
Supplementary Recommendations....................................................... 8
1 Connections.................................................................................... 9
2 Energy production .......................................................................... 9
3 Integrations .................................................................................. 10
4 Safety and cost ............................................................................. 10
Collaborative and Individual developments projects ..................... 10
AP 3 Roadmap for development of PTO-systems ................................... 11
Collaborative and Individual developments projects ..................... 12
AP 4 Roadmap for Power-transmission from floating WEC to sea bed .. 13
Collaborative and Individual developments projects ..................... 14
AP 5 Roadmap for Materials and Components....................................... 15
Collaborative and Individual developments projects ..................... 15
References:.............................................................................................. 16
Annex 1 Danish Wave Energy Converters ............................................... 17
Introduction and summary ..................................................................... 18
Disclaimer:
In this EUDP financed project report
Part ership for Wa e
Power -
Road aps
the Danish Partnership for Wave Power describes in
roadmaps the development requirements for Wave Power in Denmark.
EUDPs co-financing of the project does not necessarily mean that the
roadmaps describes or express the views of the Danish Energy Agency
nor the Danish Energy Technology Development and Demonstration
Program EUDP.
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Partnership for Wave Power - Roadmaps
Wave Energy Technology Roadmaps
Partnership for Wave Power - Roadmaps
The Partnership for Wave Power is a network stimulating
innovation related to converting wave energy.
The roadmaps in this report describes themes that need research
and development to reach the targets and long term visions set
up in the Partnership Strategy of 2012:
By 2030 at the latest, wave energy technologies must provide a
cost-effective and sustainable electricity supply from offshore
e ergy far s i De ark”
-
Prepared by the Partnership for Wave Power for the
Energy Development and Demonstration Program EUDP
Introduction and Purpose
Technology roadmaps are tools that provide a framework for stimulating
innovation in specific technology areas to achieve a long term vision,
target or goal.
The aim of these roadmaps is to help the emerging wave energy sector
in Denmark to develop cost-effective solutions to convert Wave Energy.
This Wave Energy Technology Roadmap is developed by the Partnership
for Wave Power including nine Danish wave energy developers. It builds
on to the strategy [1] published by the Partnership in 2012, a document
that describes the long term vision of the Danish Wave Energy sector:
By 2030 at the latest, wave energy technologies must provide a cost-
effective and sustainable electricity supply from offshore energy farms in
De ark”.
For this to happen the funding agencies must consider support
mechanisms that can attract private investments i.e. by creating artificial
markets for small wave energy farms. The research, knowledge and
experience emerging from such wave energy farms could become a
shared public-private property administrated by the Partnership for
Wave Power.
This Roadmap describes the challenges in engineering and cost and
provides suggestions how to address these to enable the Danish wave
power industry to progress.
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Partnership for Wave Power - Roadmaps
Foreword
EUDP 13-I
proje t
Partnership for Wave Power
–
roadmaps
J.nr. 64013-0107, EUDP contact Hanne Thomassen
The project has been structured around work packages each with a
dedicated coordinator and group as described below:
WP1 Project steering, Co-ordination and Reporting
DanWEC, Hans Jørgen Brodersen; AAU, Jan Krogh & Jens Peter Kofoed
Development/v Kim Nielsen
WP2 Roadmap for mooring systems
Crestwing, Henning Pilgaard
WP3 Roadmap for PTO-systems
Wavestar, Laurent Marquis
WP4 Roadmap for Power-transmission from floating structure to the
seabed
Resen Energy, Per Resen Steenstrup
WP5 Roadmap for materials and components
Wave Dragon, Erik Friis-Madsen
WP6 Dissimanation
OCD, Hans A Petersen
In addition Floating Power Plant v Anders Køhler, Leancon v Kurt Due
Rasmussen, WavePlane v Erik Skaarup and Eaconsult v Erik Adam
Pedersen have participated in the workshops and contributed to the
project. The project has included four milestones related to main
workshops for the whole Partnership group.
2
-
Milestone M1 Workshop 1 Establishment of workgroups (kick-off 16.
September 2013 Hanstholm)
Milestone M2 Workshop 2 Identification of main elements in the
roadmaps (d. 31/01/2014 Fredericia)
Milestone M3 Workshop 3 Conventions and dimensions of the
roadmaps including LCOE (27/08/2014 AAU/CPH)
Milestone M4 Workshop 4 Presentation and discussion of the four draft
roadmaps (25/11/2014 AAU/CPH)
In addition to these workshops, work has taken place
i s aller group’s
including meetings in person and electronic meetings. Individuals from
other sectors and institutions have also been involved and participated
in a positive and engaged manner that has contributed to the
development of the partnership and these reported roadmaps.
The Danish Partnership for Wave Power acknowledges the effort that
Jan Krogh and Hans Jørgen Brodersen at DanWEC have contributed to
inspire co-operation and the co-ordination of this road-map project.
On behalf of the Danish Partnership for Wave Power it is my hope that
the work with these roadmaps will continue to inspire the partners and
the funding agencies to successful development of Wave Energy
Systems, and that testing of a relative wide range of small prototype
systems in the coming years
–
will provide the basis for collective
compilation of experience as a basis for commercial development of
wave energy.
Kim Nielsen
16-04-2015 Chairman for the Danish Partnership for Wave Power
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Partnership for Wave Power - Roadmaps
Long term development plan
-
The Danish Partnership for Wave Power propose a long term development plan for Wave Power in Denmark as shown on figure 1 below. Each
development step is associated with an estimated Lavelized Cost of Energy LCOE that reduces as the technology matures. A specific feed-in tariff will be
one among several factors that can support such a development as described in the strategy 2012 [1]. The tariffs will gradually be reduced and offered
for a limited annual energy production over a 10 year period. This report will describe some of the developments necessary on the road to realize this
plan.
Figure 1 Development plan for Wave energy in the Danish Part of the North Sea.
Table 1 Projected LCOE for the development of wave power convertors in the development plan figure 1
YEAR
2010-2025
2020-2030
2025-2035
2030 -
Demonstration
Capacity MW
2-5
10-20
30-60
500
–
1.000
Production Limit per Year
MWh/Year
7.000
30.000
100.000
1.500.000
LCOE
€/MWh
600
400
200
120
DKK/kWh
4,5
3,0
1,5
0,9
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Partnership for Wave Power - Roadmaps
1 Prototype Test and Demonstration
DanWEC
Forsk-VE Model (2-5
MW, 2010-2025)
The first phase of prototype tests and demonstrations is planned to take
place at sheltered sites such as Nissum Bredning and if successful here
followed by larger prototype tests at the exposed site at Hanstholm
(where the WaveStar project has been tested since 2010).
DanWEC has in 2012 received Greenlab funding to develop the
infrastructure of a common offshore test site. This includes measuring
equipment and data collection as well as planning of a more permanent
grid connection via a mono-pile. At this site the
Forsk-VE
funding
model,
a proje t spe ifi support
model
,
is suggested to be applied
which will release funding proportional to the hours of performance
above an agreed performance curve (used successfully by Energinet.dk
on the WaveStar experiment).
-
2 Demo Parks
(10-20 MW at 3.0 DDK/kWh, 2020 - 2030)
Demo Parks consist of small arrays i.e. 5
–
10 devices placed in deeper
water further offshore at DanWEC Hanstholm or in connection with
wind parks such as Horns Rev.
Figure 2 Sites should be planned and prepared for Wave Energy Parks
4 Off shore Energy Park
(500
–
1000 MW at 0.9 DDK/kWh, from 2030 onwards)
The largest wave energy resource in Denmark is in the central part of the
North Sea as indicated on figure 2 the water depth is about 45 meter
and the resource on an average about 15kW/m. The distance to shore is
some 100 - 150 km and common transmission cables should be a joint
undertaking between wave energy technologies and offshore wind
projects. The planning of the use of sea space is a national undertaking
but many issues common to other European countries is described in EU
Blue Energy at Sea [2]. The target is that combined offshore energy
parks could be put for tender at 0.9 DDK/kWh.
3 Large Demo Parks
(30
–
60 MW at 1.5 DDK/kWh, year 2025 - 2035)
The large Demo Parks with arrays of more than 20 devices should be
regarded as power plants in line
ith toda ’s offshore i d
projects.
These parks are established in order to gain confidence in the
operational and maintenance issues in the preparation and planning for
larger combined wind and wave projects in the North Sea. Maritime
spatial planning must be addressed before this period.
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Partnership for Wave Power - Roadmaps
Development Plan for Target Costs for Danish Wave Power
-
In order to reach the target of installed produced energy
–
as well as target Cost of Energy of 0.90 DKK/kWh the plan figure 3 below shows how this
target can be reached, guided by the overall development of Capital Expenses CAPEX and Operating Expenses OPEX with set targets for life time, Load
factor (capacity factor) and availability . The Danish Partnership for Wave Power has developed its own version of a calculation tool for LCOE is described
in [P1] based on the same principles as described in the SI Ocean report [3].
Figure 3 Targets for the development of installed and produced wave power as well as targets for the development of CAPEX, OPEX, lifetime, Availability and Capacity factor
The development in cost as described above is similar to the development that took place in the development of wind energy
–
in which the graduate
development of larger turbines in itself contributed to cost reductions [4].
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Partnership for Wave Power - Roadmaps
Reducing the Cost of Energy
Typical cost centers and drivers within CAPEX and OPEX for power plants based on Wave Energy Converters is shown in the table below [3].
Table 2 Typical subdivision and main drivers of CAPEX and OPEX for Wave Energy Converters
-
COST CENTERS
Project development
CAPEX
MAIN DRIVERS
Planning
Project production facility
Insurance
Permissions
Production facilities and methodologies
Material cost
Extreme loads
Coatings
Rating of the machine
Wave climate
Controle
Water depth, Tidal range
Tidal flow, Storm conditions
Compliance, Type of WEC systems
Redundancy, Maritime Spatial Plannig
Power transmission level
Distance to shore
Standardisation of subsea cables
Substations alternatives
Type and availability of vessels required
Distance to port/terminal/production facility
Time taken for installation
Weather windows
Running costs
Cost of replacement part
Component design for maintanance
Time to complete service
Distance to port
Weather windows
Cost of replacement parts and spares
Time to complete
Time waiting for weatherwindow
Lost power production
Cost of stanby personel and material
EXAMPLE MEASURE
Structure & Prime mover
Cost/ton
PTO - Mechanical & electrical
Foundation & Moorings
Rated power/mean power output
WEC displacement
Mooring load
Water depth
Cost pr km
Grid connection
Installation
Vessel type & day rates
OPEX
Planned maintanance
Dedicated support vessels and equipmet
Logistic
Standardisation
Unplanned Maintanance
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Partnership for Wave Power - Roadmaps
Summary of Development Themes and Recommendations
The common themes - derived from the road map exercise undertaken in the different work packages - is summarized in the table below
Table 3 Development themes and recommendations from Roadmaps
-
CAPEX Reduction
Structure & Prime mover
Material optimization
Upscaling of devices
Batch and serial production
Reduced over-engineering
Regional manufacturing
Improved Power electronics
Improved hydraulic systems
Alternative/Improved PTOs
Performance improvement
Geometry optimization
Optimization of array layout
Improved reliability
OPEX reduction
Simpler access
Specialist vessels
Anti-corrosion
Anti-Bio fouling
PTO - Mechanical &
electrical
Foundations & moorings
Grid connection
Installation
Improved moorings
Improved foundations
Improved piling
Cost effective anchors for all seabed conditions
Off-shore umbilical/wet-mate connectors
Subsea hubs
Array electrical system optimization
Offshore grid optimization
Power transmission co-operation with offshore wind
Specialist vessels
Modularization of subsystems
Improvements in met ocean forecasting
Fast deployment and other economic
Installation methods
Subsea and seabed drilling techniques
Improved ROV and autonomous vehicles
Improved control system and algorithms
Improved hydraulic system
Improved met ocean forecasting
Drive train optimization
Improved power electronics
Array yield optimization
Deep water installation techniques
Modular subsystems
Modular components
Improved ROV and
autonomous vehicles
Improved connection
and disconnection
techniques
Optimized high voltage transmission technology
AC/DC to reduce losses
Specialist vessels
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Partnership for Wave Power - Roadmaps
Conclusions
In 2014 the two largest UK wave energy projects the Oyster and Pelamis
- as well as Oceanlinx in Australia and OPT in the USA has significantly
reduced if not stopped their activities. It appears that these very large
prototype experiments have been far more costly than foreseen
–
and
the prospects from further development have not been obvious. This
leaves a vacuum in the wave energy business
–
and raises the questions
how best to proceed
–
and why?
Wave energy is a large and untapped energy source
–
the challenge in
harvesting this resource is related to cost and technology. The best way
to proceed is not obvious
–
the challenge and the development costs are
high and the time it takes to learn is long.
There is however still a wide range of unproven promising technologies
as well as many interested young talents that has the potential to
develop Wave Energy Converters to deliver LCOE as targeted in this
roadmap.
The Partnership for Wave Energy behind this Roadmap study supports a
long term and step wise development strategy with open sharing of
results and lessons learned from real sea experience both with regard to
successes and failures.
-
Moorings:
Improved connection and disconnection techniques, testing
of materials and ropes, identify costs and components, improved
moorings & foundations (i.e. screw anchors and improved piling)
PTO:
i stalli g differe t protot pes usi g differe t t pes of PTO’s side
side will if the output and performance is compared in a systematic way
concerning performance reliability etc. result in a more effective and
efficient use of limited investment resources.
Power-transmission from floating WECs to sea bed:
Cables are expensive
to inspect and access during operation. Development of on-line
monitoring system for electric cables and mooring systems - can give an
early warning of tear and wear, before the damage happens.
Materials:
Typical structural materials used in wave energy converters
are steel, concrete, composites and flexible materials. Experience on
cost durability and bio-fouling can be gathered from parallel testing of
the materials on one structure or several structures tested in parallel in
the same environment.
Supplementary Recommendations
The Partnership for Wave Energy has during the execution of this project
noticed a benefit from co-operation internally within the Partnership.
The regular meetings and workshops with themes of common interest
have in itself stimulated innovation and confidence. The continuation of
such co-operation is highly recommended. The secretariat for the Danish
Partnership for Wave Power has since 2015 been placed with
Offshoreenergy.dk this will help the Partnership expand and create new
links and co-operation with the offshore industry and the offshore wind
sector. Such co-operation can i.e. be in areas such as standardization of
electrical infrastructures, subsea cables and connections.
8
Wave Power off-shore research test rig
A joint development
of a Part ership for Wa e Po er test-rig is o e
idea which could help providing some of the information and experience
identified under each roadmap. Individual components could be tested
in large numbers in parallel to find out which ones work and which
do ’t.
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Partnership for Wave Power - Roadmaps
AP 2 Roadmap for mooring systems
Typically Wave Energy Converters can be placed in three groups
1.
Bottom Standing
devices (such as Wave Star)
2.
Small absorbers
(i.e. DWP point absorbers and the Resen system)
3.
Large floating structures
(such as Wave Dragon, FPP, Crestwing,
Wavepiston, Weptos, Leancon or KNSwing) using a slack mooring system
to keep the structure in its mean position. The Danish Wave Energy
Systems and their current mooring design are described in the internal
partnership report [P2] and three main groups are shown on figure 4.
-
1 Connections
All components must have sufficient strength, fatigue life and reliability
and marine growth and corrosion must be considered. The mooring can
include connections between mooing chain, wire-rope, synthetic lines to
special flexible lines (Sea-flex) and floating or submerged buoyancy
buoys, sinkers etc.
1.1.
On device
The point of connection to the WEC structure should have sufficient
strength to handle the loads and at the same time enable easy handling
of the connections. Inspection and maintenance must be possible.
1.2.
To sea bed
The design of seabed connection depends on the combinations and
magnitude of vertical and horizontal mooring loads
–
interacting with
the seabed. This typically includes gravity anchors, drag-embedment
anchors, driven pile/suction anchors, screw anchors, vertical load
anchors, drilled and grouted anchors or screw anchors and driven
anchor plates.
The mooring systems with smaller footprints on the
seabed will probably be more attractive concerning environmental
issues
.
Figure 4 Examples of Wave Energy Converters with different types of mooring system
In general four main concerns have to be addressed in the development
of the mooring systems:
1.
2.
3.
4.
Connections
Energy production
Integrations
Safety and Cost
2 Energy production
A WEC's mooring system design can in varying degrees, have an impact
on the power absorption and can therefore impact the cost of energy. In
the design test, it is recommended to determine the influence of
alternative mooring designs on the Mean Annual Energy Production of
the WEC.
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Partnership for Wave Power - Roadmaps
3 Integrations
The integration of the mooring,
data transmission
and
power
-
transmission
is strongly interrelated. The interaction with the mooring
system design and its reliability affects the electrical transmission cable
connection from floating WEC to the seabed described in AP 4 Roadmap
for Power transmission.
A highly reliable mooring system will also reduce the risk of damage to
electric transmission cable, ensuring the electrical transmission cable
during operation.
4 Safety and cost
The mooring design should follow standards related to Wave Energy
Converters such as IEC TC 114 PT 10. The lifetime of the mooring system
as a whole must be a substantial part of the WEC´s lifetime. Redundancy
mooring lines are recommended as a design praxis that could lead
towards increased reliability of the whole system.
The WEC mooring systems design philosophy is recommended to
include an emergency plan for the unlikely case that the mooring system
for some reason breaks anyway. Emergency planning and design should
include the situation up to, during and after breakaway. Documentation
of how the system design includes damage control should be provided.
Mooring costs can contribute to 10-15% of LCOE. Reduction of mooring
costs without compromising survivability should be a design objective.
This is particularly important in large arrays. Practical configurations for
array mooring leading to the reduction of mooring lines may contribute
to this objective. Further documentation of the critical variables and
choice of technology alternatives with primarily focus on survival,
reliability, O & M is required in order to obtain insurance.
10
Collaborative and Individual developments projects
The Danish partnership for wave energy has promoted greater openness
between the otherwise competing partners. Considering alone the sum
of ea h part er’s o ta ts pro ides a sig ifi a t a kground
of
experience and expertise that all can benefit from.
Experience within wave energy project development from idea to
realization shows that, involving
third part er’s e perie e a lead to
new and improved results. Therefore projects involving multiple
cooperating partners can become a very secure way of solving technical
and general issues within the sector.
Recommendation of Development Projects
Mooring systems
Ongoing (and completed)
(Wave Star bottom standing), (WaveDragon Mooring design
study), (Common pre-study and demonstration of wave energy
challenges, AAU, Resen, Crestwing and Ramboll), Leancon
prototype 1:10 scale, Mooring solutions for large wave energy
converters, AAU, FPP, Leancon, Wave Dragon KNSwing, Prototype
Resen , Prototype Wave Piston, Prototype Crestwing
High Priority Near term (2015
–
2020)
1. Improved connection and disconnection techniques
2. Testing mooring concepts combined with testing of materials
and ropes, identify costs and components
3. Improved moorings & foundations (i.e. Screw anchors and
Improved piling)
4. Cost effective anchors for all seabed conditions
5. Considerations of array mooring layout
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Partnership for Wave Power - Roadmaps
AP 3 Roadmap for development of PTO-systems
One of the common goals of wave power projects is undoubtedly the
development of an efficient transformation of the wave energy into
electricity via the Power Take Off (PTO) system.
The current status of the PTO technology for wave energy systems are
identified and described in the internal partnership PTO status report. It
appears that the Danish system Wavestar is unique in the world as it
have demonstrated the functionality and the effectiveness of their PTO
system in the open water test site DanWEC, survived long enough to get
stabilized and robust data on power performance..
The critical system requirements is the effectiveness of the PTO system,
including high reliability, controllability and maintainability in order to
meet the performance targets of high and stable annual energy
production that can meet the grid requirements. The PTO technology
alternatives that can satisfy those targets are described in [5] and [6]:
1. Hydraulic systems (oil or high pressure water)
4. Direct electrical systems such as linear generators
2. Air and water turbine systems
-
3. Direct mechanic systems
The critical variables that will determine which technology alternatives
are selected are cost, reliability, efficiency, and grid compliance in term
of power quality.
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Partnership for Wave Power - Roadmaps
Collaborative and Individual developments projects
•
A collaborative development and implementation effort that, involves
installing different prototypes
usi g differe t t pes of PTO’s
side by side
will if the output and performance is compared in a systematic way
concerning performance reliability etc. result in a more effective and
efficient use of limited investment resources.
•
The PTO has to be designed for being used in a harsh condition and
not only for research purpose. The use of a large test bench is necessary
to test the component and the different control strategies. Then the
efficiency of the PTO has to be clearly mapped for securing the energy
production of the WEC and be a part of the validation process.
•
There are many projects for WEC development with the associated
PTO system. Only few have been described and no data are really
available to compare the efficiency and durability of the different
systems.
Technical and Implementation recommendations
-
PTO systems
High Priority near term (2015
–
2020)
1. Prototype 1 (hydraulic)
2. Prototype 2 (air/water )
3. Prototype 3 (direct drive)
4. Prototype 4 (electrical drive)
5. Improved efficiency in hydraulic systems
6. Power smoothing on combined systems
7. Optimization of LCOE
Medium term Priority (2020
–
2025)
1. Recording data on maintenance
2. Improved Power electronics
3. Inverter technology
4. Generator optimization
5. Housing of components
Longer term Priority (2025
–
2030)
1. Alternative/Improved PTOs for the future with high efficiency
2. Analyze on combining different system such as wind & wave in
term of energy produced (less variation, no 0 production,
capacity factor)
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Partnership for Wave Power - Roadmaps
AP 4 Roadmap for Power-transmission from
floating WEC to sea bed
The Power and data transmissions line(s) from a floating platform and to
the seabed is by nature the most critical component after the mooring
system as shown on figure 5. If the anchors fail it can be total disaster
and if the power and data transmission fails it will mean great losses in
down time and repair in a hostile sea.
Based on a common study among all active Danish wave energy
developers, the existing alternatives have been identified. It is based on
all the generic parameters and drivers that can influence the power and
data transmission from the floating WEC and to the touch down point on
the sea bed as illustrated on figure 6.
Figure 6 The Generic drivers guiding the solutions to the design problem
-
Today the solutions could basically be bought as more or less standard
offshore products, but the costs, which are acceptable to the oil and gas
offshore industry, are way above what is acceptable in the renewable
wave energy business.
Therefor it is necessary to get costs down for the WEC developers by
learning from the oil and gas industry history and focusing on the areas
and components which can give substantial savings in cost of energy.
And then industrialize and standardize these solutions among the WEC
developers, which eventually will drive the costs down, when the
numbers in production are increased.
The main focus in the years to come is to identify areas for common
projects with high impact on cost of energy and reliability in general.
The 4 general focus areas that that will be kept in mind in all future
projects are: Reliability, System cost, Installation cost and O&M cost.
13
Figure 5 Illustration of the segments involved in the power-transmission from the
floating wave energy converter to the seabed.
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Partnership for Wave Power - Roadmaps
Collaborative and Individual developments projects
Development of sensor technology that can monitor integrity on line of
anchor lines, power- and data transmission and predict early failure
before it happens.
Under water anchors and cables are expensive to
inspect and access during operation. Development of an on-line
monitoring system for anchor chains and electric cables that can give an
early warning of tear and wear, before the damage happens is
recommended.
Development of a 1kV power and data transmission system.
By starting
the development and testing of a low power transmission according to
the same requirements as a 33 kV system (Cu and fiber), just in smaller
scale, early operational lessons can be learnt from the development of a
1kV power and data transmission system. Experience can then be
incorporation in development of a 33 kV cable system..
Development and testing of 33 kV cable systems for moored WECs:
This project should identify and combine existing cable, bend resistor,
device interface and sensor technologies, to best suit the design
characteristics of catenary moored WECs. The project should involve dry
testing for fatigue and offshore testing for an extended period of time.
The intended outcome of the project should be both a proof of concept
for the designed cable system, and equally important methods and
guidelines for determining the operational environment of cable
systems and testing/certification of cable systems.
Development of medium voltage 33 kV slip ring systems for WECs:
Development of medium voltage 33 kV slip ring systems for WECs: The
project should develop and test slip ring systems specifically designed
for WECs. The development should focus on the special requirements in
14
-
the WEC sector as water ingress protection, ruggedness (Stress relief,
impact resistance), low cost and low maintains requirements.
Technical and Implementation recommendations
Power-transmission from floating WEC to
sea bed
High Priority near term (2015
–
2020)
1. Extensive sea testing with many operational hours
2. 5 year interval between services
3. Optimization of cable designs for reliability and price
4. Show documented progress in design, test and operation
5. Certification of products
Common projects:
1. Sensor technology that enables integrity monitoring of cable
transmission. Prediction of early failure.
2. Low tension (1 kV) power and data transmission.
3. 33 kV cable system with fiber optic connection.
4. 33 kV slip ring
Medium term Priority (2020
–
2025)
1. High level of standardization
2. Proven reliability and economics of operation
3. kWh price drops minimum 50%
Longer term Priority (2025
–
2030)
1. Proven reliability and economics of operation
2. kWh price drops minimum 35% ( factor x 3 price drop since
early prototypes)
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Partnership for Wave Power - Roadmaps
AP 5 Roadmap for
Materials and Components
Identify and describe the
materials and components
for wave energy
systems and their current status focusing on the main structures and
components of the device.
Typical structural materials used in wave energy converters are:
1.
2.
3.
4.
Steel & other metals
Concrete
Composites
Flexible materials
-
The shared development approach is crucial
–
and the public support of
the development of one technology that does not share information can
be a critical factor (show-stoppers) which will cause the roadmap to fail.
Areas such as exotic polymers for Power take-off are not addressed in
the roadmap.
Technical and Implementation recommendations
The critical system requirements for the materials and components to
meet the performance targets are set in unit costs, expected lifetime
and maintenance costs. The choice of materials and component shall
ensure high reliability, survivability and maintainability.
Several types of materials can often fulfill the technological targets, but
the relations between CAPEX/OPEX are very dependent of the choice of
material. Both CAPEX and OPEX are highly dependent of local conditions
at the production/deployment site, which means that detailed feasibility
studies are necessary in order to make the optimal choice of the
structural materials.
Collaborative and Individual developments projects
A collaborative development and implementation effort started as part
of the Partnership for Wave Power will result in a more effective and
efficient use of limited investment resources, as results and experience
from different approaches are shared in a comparable manner.
Materials og components
High Priority near term (2015
–
2020)
1. Production of at least 5 different prototypes in small scale for
testi g i Da WEC’s sheltered
Nissum Bredding test site
2. Testing and demonstration of different materials on these
prototypes i.e. steel, concrete, composites
3. Building and running 3 different prototypes in �½ scale suited
for Hanstholm
4. Design basis for prototype developments
Medium term Priority (2020
–
2025)
1. Development of small array
2. Optimization of structure
Longer term Priority (2025
–
2030)
1. Optimization
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Partnership for Wave Power - Roadmaps
References:
-
[1]
Bølgekraftteknologi Strategi for Forskning, Udvikling og Demonstration 2012, K. Nielsen, J. Krogh, N. E. H. Jensen, J. P. Kofoed, E. Friis-Madsen, B. V.
Mikkelsen, A. Jensen
[2]
http://ec.europa.eu/maritimeaffairs/policy/maritime_spatial_planning/index_en.htm
[3]
Ocean Energy: Cost of Energy and Cost Reduction Opportunities, SI Ocean, May 2013;
http://www.si-ocean.eu/en/upload/docs/WP3/CoE%20report%203_2%20final.pdf
[4]
Risø-R-1247(DA) Økonomi for vindmøller i Danmark, Etablerings-, drifts- og vedligeholdelsesomkostninger for udvalgte generationer,
Peter Hjuler Jensen, Poul Erik Morthorst, Strange Skriver,Mikkel Rasmussen, Helge Larsen, Lars Henrik Hansen, Per Nielsen og Jørgen Lemming.
Forskningscenter Risø, Roskilde,Oktober 2002
[5]
Generic WEC System Breakdown, Borna Hamedni, Cocho Mathieu, Claudio Bittencourt Ferreira SDWED,
www.sdwed.civil.aau.dk/digitalAssets/97/97538_d5.1.pdf[
[6]Potential
opportunities and differences associated with integration of ocean wave and marine current energy plants in comparison to wind energy
Grids Jahangir Khan, Gouri S. Bhuyan, and Ali Moshref Powertech Labs Inc March 2009 Final Annex III Technical Report IEA-OES Document No: T0311
http://www.ocean-energy-systems.org/library/oes-reports/annex-iii-reports/document/potential-opportunities-and-differences-associated-with-
integration-of-ocean-wave-and-marine-current-energy-plants-in-comparison-to-wind-energy-2009-/
Internal reference documents available for the Partnership
[P1]
Partnership for Wave Power, Conventions for Roadmaps and Calculations of LCOE, Kim Nielsen
[P2]
AP 2 Roadmap
–
forankringssystemer, Internal Partnership report on Moorings, 2014, Henning Pilgaard /Waveenergyfyn, Erik Skaarup/Waveplane,
Erik Adam Pedersen/ eaconsult, Kurt Due Rasmussen/Leancon, Anders Køhler/Floating Power Plant
[P3]
AP 3 PTO Partnerskab November 2014, M. Laurent, Wavestar,P. Resen, K.Due, H. Pilgaard
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Partnership for Wave Power - Roadmaps
-
Annex 1 Danish Wave Energy Converters
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Partnership for Wave Power - Roadmaps
Introduction and summary
-
This folder includes a state of the art description of the Danish wave energy systems under development. Each system is presented with summery data
concerning estimated dimensions for their target design in the North Sea, as well as power matrices of their absorbed and produced power (based on
best measured results).
Principal data from each device is summarized in table 1 below. The first columns indicate the estimated Technology Readiness Level or development
step in the ongoing development process within the Danish Partnership for Wave Power. Based on the methodology developed by energinet.dk a
simplified LCOE spreadsheet has been developed by the partnership to help guide and verify the developments into future economic wave power
solutions. The results of these calculations are presented at the Partnership meetings for debate and inspiration.
Table 4 Summary data concerning the Danish Projects at a location in the central part of the Danish North Sea
TRL
1
7
7
6
6
5
4
4
4
4
4
3
6
7
6
Concept
WaveStar
FPP P70 DK version
WaveDragon
Crestwing
WavePiston
Leancon
Weptos
WavePlane
Resen
KNSwing
Joltec
PA (2000)
DWP (1992-96)
Dexa (2008)
Rated Power
Load factor
Structure weight
kW
(wave)
[ton]
1000 (+5000 Wind)
28%
1.600 (steel)
1500 (+3600 Wind)
25%
2.000 (steel)
3200
20%
22.000 (concrete)
800
18%
400 (steel)
285
33%
45(composite)
4600
22%
1.000 (composite)
3200
23%
1000 (N/A)
75
24%
90 (steel)
5
49%
1(composite)
5000
20%
44.000(concrete)
N/A
Historic systems
100
12%
50
100
13%
60
PTO Type
Oil hydraulic
Oil hydraulic
Overtopping
Mechanical
Water hydraulic
OWC
Mechanical
Overtopping
Mechanical
OWC
Gyro
Oil hydraulic
Water hydraulic
Oil hydraulic
Mooring type
Bottom standing
Slack Moored
Slack Moored
Slack Moored
Slack Moored
Slack Moored
Slack Moored
Slack Moored
Reactive
Slack Moored
Reactive
Reactive
Reactive
Slack Moored
1
See definitions at the last page
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Partnership for Wave Power - Roadmaps
WaveStar
http://wavestarenergy.com/
(Hanstholm project photo 2013)
WaveStar has been tested at DanWEC facing the North Sea during 2011
–
2013, at the pier Roshage in Hanstholm.
The project has been funded by EUDP and by Forsk-VE. A project-specific
support condition was agreed between Wave Star and Forsk-VE
–
which
included a specific target performance curve, leading to full time operation
and the production of 41.180 kWh in 2012.
The Hanstholm device included two floats of Ø 5 m. In a sea conditions of
Hs = 1,6 m the measured average absorbed power from one float was about
15 KW.
-
Dimension (Demonstration version)
Wave Star, C6
Main dimension (distance between units)
Secondary dimension (length/width)
no of "absorbers per unit"
Absorber dimension [m]
Water depth [m]
Main structure
Power matix
(based on best measured )
Demo
120
80
20
6
20
1600
Electrical Power [kW]
Hs\Tz 3
4
>5.5
5
4
3
2
451
1
71
131
5
6
7
0
1000
970
546
194
8
0
0
1000
874
502
185
9
0
0
1000
788
458
173
Target Absorbed Power [kW]
Hs\Tz 3
4
5
>5.5
5
4
3
1353
2
564
704
1
88
163
219
6
7
8
9
2001
1325
724
243
1798
1212
683
243
1603
1092
627
231
1436
985
572
216
Total dry weight [ton]
PTO
Rated Power Wave
1000
Rated Power Wind
5000
PTO average efficiency [%]
80%
Electrical connection
Voltage level [kV]
20
Length [m]
10.000
Mooring, Joints and connectors
Mooring type: Fixed bottom standing pile foundations.
1000
563
175
1000
1000
579
194
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Partnership for Wave Power - Roadmaps
Floating Power Plant FPP:
http://www.floatingpowerplant.com/
FPP floating power plant transforms wind - and wave energy into
electricity at the same time. This will drive the cost of energy down e.g.
in respect to O&M. Floating Power Plant has built and successfully
completed 4 offshore test with a 37 meter wide scaled model at Vindeby
off-shore wind turbine park in 2008 - 2013 in Denmark.
A scale Poseidon plant for a Danish site would measure approximate 70
meters depending on wave and wind conditions. In Danish waters the
total installed power will be 5.1 MW, including one single center-placed
3.6 MW wind turbine and 1.5 MW wave power.
A full scale UK device will have 5 MW wind & 2.6 MW of wave power.
Dimension
( Lo
a e energy Danish-site
version)
Floating Power Plant
Main dimension length [m]
Secondary dimension with [m]
no of "absorbers per unit"
Absorber dimension [m]
Water depth [m]
Main structure
-
Target Performance:
Target
70
70
4
15
40
2000
1500
3600
80%
33
750
Electrical Power [kW]
Hs\Tz
3
4
5
>5.5
5
4
3
1061
2
378
516
1
29
73
97
Target Absorbed Power [kW]
Hs\Tz
3
4
5
6
>5.5
5
4
2409
3
1326
1504
2
473
645
709
1
36
92
121
128
7
3563
2517
1560
721
124
8
4117
3571
2529
1565
711
116
9
4051
3524
2508
1552
695
106
Total dry weight [ton]
PTO
Rated wave Power [kW]
Rated Wind Power [kW]
PTO average efficiency [%]
Electrical connection
Voltage level [kV]
Electrical cable Length [m]
Mooring, Joints and connectors
Torrent mooring
Max load [kN]
6
7
1500
1500
1248
577
99
4000
1500
1203
567
103
8
1500
1500
1500
1252
569
92
9
1500
1500
1500
1241
556
84
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Partnership for Wave Power - Roadmaps
WaveDragon
www.wavedragon.net
Wave Dragon is a floating, slack-moored energy converter of the
overtopping type. This means that the waves push water up into a
reservoir from where it runs back into the sea through a water
turbine.
An experimental 1:4 scale prototype connected to the grid was
deployed and tested in Nissum Bredning, during 2003 -2010. This
long term testing has helped determine the systems availability and
power production in different sea states.
The energy absorption performance has been independently
verified and focus will now be on power production optimization.
-
Dimension (Demonstration version)
Wave Dragon 4MW
Main dimension (distance between arms)
Secondary dimension (length/width)
no of "turbines per unit"
Absorber dimension [m]
Water depth [m]
Main structure
Demo
260 m
150 m
16
260
20 - 40
22.000
4000
80%
10
1.000
Target Performance
Absorbed Power kW
Hs\Tz
3
4
5
>5.5
5
4
3
1225
2
695
825
1 205
292
334
Electrical Power kW
Hs\Tz
3
4
>5.5
5
4
3
2
521
1 154
219
6
7
3875
3163
1850
1130
380
2488
1538
935
334
8
4000
4000
3675
2275
812
341
9
4000
4000
3375
2025
337
231
Total dry weight [ton]
PTO
Rated Power [kW]
PTO average efficiency [%]
Electrical connection
Voltage level [kV]
Length [m]
Mooring, Joints and connectors
Mooring type: Single point mooring
5
6
7
2906
2372
1388
848
285
919
619
251
1866
1153
701
251
8
3000
3000
2756
1706
609
256
9
3000
3000
2531
1519
253
173
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Partnership for Wave Power - Roadmaps
Crestwing
http://crestwing.dk/
The Crestwing system has been tested at AAU in 2008 and at DHI in
2010. Since 2011 Crestwing has been testing in real sea conditions
in scale 1:5 in Frederikshavn.
The Crestwing is based on the hinged raft principle. The two
pontoons are connected with hinges. The angular rotation around
the hinge is activating a push rod which, through a gear turns a
generator.
The power take off system is developed by Crestwing and placed
dry in a large engine room within one of the pontoons.
The mooring system based on flexible mooring lines Seaflex is being
tested.
Dimension (Target version)
Crestwing
Main dimension width [m]
Secondary dimension length [m]
no of "absorbers per unit"
Absorber dimension [m]
Water depth [m]
Main structure
-
Target Performance:
Target
30
80
-
-
45
400
800
90%
1
200
Electrical Power [kW]
Hs\Tz
3
4
>5.5
5
4
3
2
140
1
23
23
Absorbed Power [kW]
Hs\Tz
3
4
>5.5
5
4
3
2
155
1
26
26
5
6
7
800
768
372
140
23
8
800
800
768
372
140
23
9
800
800
768
372
140
23
Total dry weight [ton]
PTO
Rated Power
PTO average efficiency [%]
Electrical connection
Voltage level [kV]
Electrical cable Length [m]
Mooring, Joints and connectors
Mooring type: Flexible seaflex triple
Max load [kN]
372
140
23
768
372
140
23
5
6
7
1474
853
414
155
26
4000
414
155
26
853
414
155
26
8
2418
1474
853
414
155
26
9
2418
1474
853
414
155
26
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Partnership for Wave Power - Roadmaps
-
Wavepiston:
http://www.wavepiston.dk/index.html
The Wavepiston concept is designed to utilize the horizontal
oscillating movement of ocean waves into usable energy.
Neutral buoyant vertical plates are placed along a submerged
pipe
–
to which pumps are attached. The pumps are activated
by the plates and over the stretch of the pipe the pull and push
of the plates more or less equals out so the resulting force on
the string is small.
The fluid in the pumps is sea water and the pressurized fluid
will turn a high pressure turbine (100 bar) that drives a
generator.
Dimension (Target version)
Wavepiston
Target
Main dimension length [m]
600
Secondary dimension with [m]
10
no of "absorbers per unit"
30
Absorber dimension [m]
10
Water depth [m]
25
Main structure
Target Performance:
Target Absorbed Power [kW]
Hs\Tz
3
4
5
6
>5.5
5
4
356
3
307
307
2
171
171
171
1 47
47
47
47
Electrical Power [kW]
Hs\Tz
3
4
5
>5.5
5
4
3
246
2
137
137
1 38
38
38
7
310
356
307
171
47
Total dry weight [ton]
PTO
Rated Power [kW]
PTO average efficiency [%]
Electrical connection
Voltage level [kV]
Electrical cable Length [m]
Mooring, Joints and connectors
300 m Chain and Drag plate anchors
Max load [kN]
Compliance [m]
45
285
80%
10
1000
8
200
310
356
307
171
47
9
200
310
356
307
171
47
6
7
248
285
246
137
38
4000
40
285
246
137
38
8
160
248
285
246
137
38
9
160
248
285
246
137
38
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Partnership for Wave Power - Roadmaps
-
Leancon
http://www.leancon.com/
LEANCON was established in 2003 with measurements in own wave flume,
at University of Aalborg and off shore in the autumn of 2007 (photo).
Leancon is based on the principle of Oscilating Water Collumns
OWC’s
which in this case is collected to a few turbines via rectifying valves. The
only moving parts, besides the 8 turbines and generators, are the valves
above the OWC tubes.
Energinet.dk has funded to build test and measure the energy production
from a s 24 meter wide scale 1:10 model. This will be tested in Nissum
Bredning during spring 2015.
Hydraulic evaluation of the LEANCON wave energy converter (Scale 1:40)
J. P. Kofoed, P. Frigaard, January 2008
Dimension (Target version)
Lancon
Main dimension length [m]
Secondary dimension with [m]
no of "absorbers per unit"
Absorber dimension [m]
Water depth [m]
Main structure
Target Performance:
Target
240
110
80
6
40
1000
4600
80%
22%
33
1000
5300
50
Target Absorbed Power [kW]
Hs\Tz
3
4
5
6
>5.5
5
0
4
3840
3
2700
2160
2
960
1200
960
1 160
240
300
240
7
5400
3200
1800
800
200
8
7200
5400
3200
1800
800
200
9
7200
5400
3200
1800
800
200
Electrical Power [kW]
Hs\Tz
3
4
5
>5.5
0
0
0
5
0
0
0
4
0
0
0
3
0
0 2160
2
0 768
960
1 128
192
240
6
0
0
3072
1728
768
192
7
0
4320
2560
1440
640
160
8
4600
4320
2560
1440
640
160
9
4600
4320
2560
1440
640
160
Total dry weight [ton]
PTO
Rated Power [kW]
PTO average efficiency [%]
Load Factor
Electrical connection
Voltage level [kV]
Electrical cable Length [m]
Mooring, Joints and connectors
Max load [kN]
Compliance [m]
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Partnership for Wave Power - Roadmaps
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Weptos
http://www.weptos.com/
WEPTOS (wave energy power take off system) extracts wave energy in a new
and innovative manner. The wave energy converter is able to regulate the
angle of the V shaped floating construction and thereby reduce the impact
during rough weather conditions.
The V‐shaped stru ture a sor s the a e e ergy
through a line of rotors
(Salter Ducks), which each transmits energy to a common axle, directly
attached to a generator. This gives a more smooth energy generation, suited
for known generator solutions.
Weptos have completed test in small scale in AAU 2008, as well as large scale
model tests in Spain 2011 (photo) as well as experiments under the Marinet
program.
Dimension (ref.
paper RENEW 2014)
N/A
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Partnership for Wave Power - Roadmaps
Resen Waves
http://www.resenwaves.com/
The Resen Waves Lever Operated Pivoting Float (LOPF) is based on up tight
moored buoy modules.
The buoys consist of a float and a water proof arm, with a gear and a
generator. One end of the arm is tension moored to the seabed. When waves
push or lift the float up and down, the arm turns forth and back and activates
the generator.
For a 5 kW buoy, the main active dimension of the buoy is 2.4 m and the dry
weight is 700 kg. They are designed for full ocean exposure and have
excellent survivability in big waves, thanks to the patented LOPF, which means
the buoy streamlines itself when exposed to big waves. Even during storms
the buoys produce electricity. The buoys can be organized in groups to achieve
the desired power level.
Dimension:
Resen LOPF
Main dimension length [m]
Secondary dimension with [m]
no of "absorbers per unit"
Absorber dimension [m]
Water depth [m]
Main structure
-
Courtesy of:
www.matthew-oldfield-photography.com
Wa e E erg , Le er Operated Pi oti g Float LOPF stud
ForskEl Proje t o.: 639 Lu ia Margheriti i
Target Performance:
Target
2.4
3.6
1
2.4
45
0.7
5
80%
1
100
Target Absorbed Power [kW]
Hs\Tz
3
4
5
6
>5.5
5
4
35
3
24
24
2
11
11
11
1
2
2
2
2
Electrical Power [kW]
Hs\Tz
3
4
>5.5
5
4
3
2
5
1
2
2
7
41
35
24
11
2
8
0
41
35
24
11
2
9
0
41
35
24
11
2
Total dry weight [ton]
PTO
Rated Power [kW]
PTO average efficiency [%]
Electrical connection
Voltage level [kV]
Electrical cable Length [m]
Mooring, Joints and connectors
Max load [kN]
Compliance [m]
Chain [m]
5
6
7
5
5
5
5
2
5
5
2
5
5
5
2
8
0
5
5
5
5
2
9
0
5
5
5
5
2
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Partnership for Wave Power - Roadmaps
WavePlane
http://www.waveplane.com/
WavePlane - converts the pulsating waves directly into a swirling rotating flow
via large guide vanes without any moving parts.
WavePlane has been developed over the years by Erik Skaarup and the largest
unit was build and installed outside Hanstholm in 2008.
-
Dimension:
Wave Plane
Main dimension length [m]
Secondary dimension with [m]
no of "absorbers per unit"
Absorber dimension [m]
Water depth [m]
Main structure
Target
20
20
2
15
15
90
70
75%
0,4
NA
NA
NA
NA
Target Absorbed
Hs\Tz
3
>5.5
5
4
3
2
1 10
Power [kW]
4
5
6
7
120
100
70
40
10
40
10
70
40
10
100
70
40
10
8
120
120
100
70
40
10
9
120
120
100
70
40
10
Total dry weight [ton]
PTO
Rated Power [kW]
PTO average efficiency [%]
Electrical connection
Voltage level [kV]
Electrical cable Length [m]
Mooring, Joints and connectors
Max load [kN]
Compliance [m]
Chain [m]
Target performance
Electrical Power [kW]
Hs\Tz
3
4
>5.5
0
0
5 0
0
4 0
0
3 0
0
2 0
30
1 8
8
5
0
0
0
53
30
8
6
0
0
75
53
30
8
7
0
90
75
53
30
8
8
90
90
75
53
30
8
9
90
90
75
53
30
8
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Partnership for Wave Power - Roadmaps
KNSwing
Development v/Kim Nielsen
Principle: The attenuator (ship shaped) wave energy converter is planned to
be built in concrete. It consists of a central buoyancy volume and along each
side is placed wave energy absorbing elements consisting of Oscilating Water
Collumns (OWC) chambers (20 on each side).
A 3 meter long experimental model (the picture) has been tested at HMRC
under the Marinet program 2013 as a phase 1 project, and the results
compared to early experiments known as the I beam Attenuator
[http://www.fp7-marinet.eu/access-menu-post-access-
reports_KNSWING.html].
The project has further formed the basis for a
Bachelor and Master student projects at DTU, MEK. A second phase of
Marinet II testing has been carried out in at Queens January 2015.
Dimension:
KNSwing
Main dimension length [m]
Secondary dimension with [m]
no of "absorbers per unit"
Absorber dimension [m]
Water depth [m]
Main structure
-
Performance
Target
240
28
40
8
45
45.000
6000
80%
1
200
8200
50
Total dry weight concrete [ton]
PTO
Rated Power [kW]
PTO average efficiency [%]
Electrical connection
Voltage level [kV]
Electrical cable Length [m]
Mooring, Joints and connectors
Max load [kN]
Compliance [m]
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Partnership for Wave Power - Roadmaps
PA Point absorber,
Ramboll, (Kim Nielsen)
Principle:
The float is moved up and down by the waves relative to a gravity/suction cup
based seabed structure. This relative motion activates a hydraulic PTO including a hydraulic
piston that drives a hydraulic motor that drives a generator. In the hydraulic system is
included accumulators that smooth out the pulsating energy from the waves. A synthetic
rope is inserted between the hydraulic piston pump and the seabed.
Status:
During the period survival experiments at DMI juli 1998, power production and
experiments in scale 1:10 at DMI June 1999 Testing with Hydraulic PTO was tested in scale
1:4 at DTU (dry test) and in the flume at DMI spring 2001 followed by a feasibility study of a
100 MW plant in the North sea of Denmark.
-
Main data:
Water depth: 50 m
Diameter: 10 m
Height: 2.5 m
Float volume: 200 m3
Weight of float: 50 ton
Submerged weight of seabed structure: 100
ton
Material Choice:
Steel: 60 ton
Ballast concrete 90 ton
Rapports:
Power take-off:
Hydraulisk
( 65 %)
Rated Power electrical: 80 kW (120kW abs)
Average Energy Production: 190.000 kWh
Electrical - produktion: 116.000 kWh
Mooring system:
Tight moored
Max mooring load: 4.500 kN
Point absorber optimering og design, overlevelsesforsøg, April - November 1998.
Point absorber, on the optimization of wave energy conversion, July 1999.
Point Absorber Phase 3, Durability testing in Nissum Bredning, RAMBØLL Project report. January 2000
POINT ABSORBER TEST IN SCALE 1:4 WITH HYDRAULIC MOTOR, June 2001
Point absorber feasibility and development requirements, November 2001
Områder som kræver fortsat udvikling:
• E d-stop
component
• H drauli i ter o e
tion of several units
•
Power transmission
Test facilitets
DMI, Nissum Bredning,
DTU
Danish Wave Energy Programme ENS
Period:1998-2000
Funding: DDK. 2.415.000
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Partnership for Wave Power - Roadmaps
Danish Wave Power, Point absorber
(Kim Nielsen)
Principle:
The float is moved up and down by the waves relative
to a gravity/suction cup based seabed structure. This relative
motion activates a water hydraulic PTO including a hydraulic
piston that drives a Kaplan Turbine that drives a generator.
The hydraulic system includes an accumulator that smooth out
the pulsating energy from the waves. A synthetic rope is
connecting the piston to the float.
History:
DWP tested in two periods at Hanstholm
–
1992 was a
45 kW unit of 600 ton placed on 30 meter deep water outside
Hanstholm
–
this was followed by a much smaller scale 1:4
experiment with a 2.5 meter diameter float connected to a
sebased pump on 25 meter deep water. During the second
operating period data over a six month period was obtained on
performance and survival loads at Hanstholm in the North sea of
Denmark.
Ref.
http://www.waveenergy.dk/files/hanstholmfase2B.pdf
Main data:
Power take-off:
Water depth: 50 m
Hydraulisk
( 75 %)
Diameter: 10 m
Rated Power
Height: 2.5 m
electrical: 100 kW
Float volume: 200 m3
Weight of float: 50 ton
Mooring system:
Submerged weight of seabed structure: 100
Tight moored
ton
Max mooring
Material Choice:
load: 4.500 kN
Steel: 60 ton
Ballast concrete 90 ton
-
Performance of Flat point absorbers
Scaled up to float Diameter = 10 meter
120
100
80
1:10 HP
Imperical
DWP 1:4
1:4 HP
Linear theory
Power [kW]
60
40
20
0
0
1
2
3
Hs [m]
4
5
6
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Partnership for Wave Power - Roadmaps
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Technology Readiness Levels in the European Commission (EC)
Technology
Readiness
Level
TRL 1.
TRL 2.
TRL 3.
TRL 4.
TRL 5.
TRL 6.
TRL 7.
TRL 8.
TRL 9.
basic principles observed
technology concept formulated
experimental proof of concept
technology validated in lab
technology validated in relevant environment (industrially relevant environment in the case of key enabling technologies)
technology demonstrated in relevant environment (industrially relevant environment in the case of key enabling technologies)
system prototype demonstration in operational environment
system complete and qualified
actual system proven in operational environment (competitive manufacturing in the case of key enabling technologies)
Description
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