Combine Authority and company requirements. ... Deep water (floating wind turbines). Effective and .... Pile driving at Offshore Wind Farm Egmond aan Zee.
2
Outline
Introduction • Marine operation • Oil and gas industry vs. Wind industry • Challenges • Offshore wind (fixed/floating) Today-installation Wind farm installations • Cable-laying • Foundation installation • Substation installation • Turbine installation
Some examples fixed floating Assemble @ offshore/onshore New ideas Remarks and conclusions www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
3
Marine operations Limited duration Transient condition May be interrupted not in extreme conditions Weather dependency
Design Installation (including transportation) Operation and maintenance
Requirements? ¾Standard, rules and regulations ¾Defined procedures ¾Skilled people ¾Software ¾Weather forecasting ¾Custom-made tools
Environmental conditions
¾Experience
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
4
Examples of marine operations (DNV)
Load Out: Transfer a structure from land onto a vessel Float on / Float off: Transfer a floating structure onto a vessel and vice versa. Float Out: Transfer a structure from a dry construction site to a self-floating condition. Launching: Cutting sea-fastening of a structure and slide down launch rails to a free floating condition. Lift off: Transfer a structure from a temporary construction site onto a transportation vessel. ROV /AUV operations: Work on subsea equipment, surveillance, bottom mapping. Piling: Secure a structure to sea bottom by driving piles into the soil. Positioning: Position a structure a predetermined location. Upending: Upend a floating structure. Lifting: Lift or support a structure by crane. Setting: Set down a structure, levelling and soil penetration. Towing: Pushing / pulling by tugs. Pipe laying: Laying pipe on the seafloor. Cable-laying www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
5
Safety of Marine operations
Simo, Simulation of Marine Operations
PSA (PTIL): Gives rules and regulations for offshore oil activities. But: Does not regulate transportation or transfer of installation. IMO: Safety on sea in general. ISO/ NORSOK/ API / DNV: Standards, recommendations, rules. Combine Authority and company requirements. Operational safety: Internal control duty.
OFFSHORE SIMULATORS Anchor handling, lifting, etc.
Human error, 30% of accidents in MO
Insurance
Risk level
Warranty survey (GL Noble Denton, DNV) Credit: Finn Gunnar Nielsen www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
6
Guidelines, rules and standards
Offshore is risky (not always) Risk = probability x consequences Simple operations with high redundancy
If the risk is intolerable!?
Marine Warranty Survey (is required by the insurer): • Assessment of the selected ships/barges and equipment • Marine operations / environmental conditions Design: Transport and Installation loads Securing quality during transport and installation in terms of the certification and on behalf of the client IEC, GL, DNV www.cesos.ntnu.no www.cesos.ntnu.no
GL Noble Denton, DNV
Survey during I&T they can stop the operations
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
7
Guidelines, rules and standards DESIGN OF OFFSHORE WIND TURBINE STRUCTURES, DNV-OS-J101 DNV Rules for Planning and Execution of Marine Operations
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
8
Oil industry vs. Wind industry One of a kind
Good knowledge from oil and gas technology
Goal: 4 GW per year (in Europe) 2-3 turbines per day should be installed
i.e. 80 turbines
However, challenges for wind: Requirements on costs and regularity Large lifting heights Assembly precision (Vessel motions) Shallow water! (draft limitation) Deep water (floating wind turbines) Effective and robust installation methods Limitation of capacity Weather window www.cesos.ntnu.no www.cesos.ntnu.no
Composite materials, Drive train/mechanical parts Sensitive to accident (ALS) Limited experience
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
9
Offshore wind installation challenges Installation tolerance: Wind turbine suppliers (i.e. Siemens) Additional loading
Substructure inclination Positional tolerances of bolts Verticality of the mating flange +/-0.25 degrees
Limitation of operations (Weather window): Transport: 0.5 g – 1.0 g (direction-dependent) Hs < 4.0 m Towing: Hs < 5 m Piling: Hs < 3-4 m Lowering: Hs < 1.5 m (splash zone and slamming) Mooring: Hs < 3 m (floating wind turbine) Turbine single-unit installation: wind@10m < 8 m/s
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
10
Weather window Restricted operation
T < 72 hours
Duration of operation Unrestricted operation T > 72 hours
(depending to T, DNV)
Credit: Finn Gunnar Nielsen
Weather forecasting, to find the proper window. www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
11
Weather window
March-September
Installation of wind turbine (usually) restricted-operation However, 50-100 units installed Less sensitive, cost-effective and robust methods are required. www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
12
Offshore wind power
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
13
Bottom-fixed offshore turbines
Monopile · Steel tube, 4-6 m in diameter, · Installed using driving and/or drilling method, · Transition piece grouted onto top of pile Simple, Depth 3-20 m, No anchorage pile, Steel
Attractive foundation in shallow waters and smooth seas: Utgrunden, SE, Blyth, UK, Horns Rev, DK, North Hoyle, UK, Scroby Sands, UK, Arklow, Ireland, Barrow, UK, Kentish Flats, UK
Sensitive to scour, Soil characteristic is important, impractical in rocky sea-bottom
Easy to transport by floaters
www.wind-energy-the-facts.org
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
14
Bottom-fixed offshore turbines Jacket · Made from steel tubes welded together, typically 0.5-1.5 m in diameter, · Anchored by driven or drilled piles, typically 0.8-2.5 m in diameter
Insensitive to scour 8-40 m depth small displacement at jacket top insensible to wave passage heave force
• • •
Complex anchorage pile in each leg needs protection against corrosion
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
15
Bottom-fixed offshore turbines Tripod · Made from steel tubes welded together, typically 1.0-5.0 m in diameter, · Transition piece incorporated onto centre column, · Anchored by driven or drilled piles, typically 0.8-2.5 m in diameter
Insensitive to scour, 8-30 m, complex
Small tubs for legs and anchorage piles, Short anchorage piles
Crane barge or juke-up Small hammer for piling Drilling for stiff clays
Difficult to transport Field welding
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
16
Bottom-fixed offshore turbines
Gravity base · Made from steel or concrete, · Relies on weight of structure to resist overturning,
Vindeby, DK, Tuno Knob, DK, Middlegrunden, DK, Nysted, DK, Lilgrund, SE, Thornton Bank, BE
extra weight can be added in the form of ballast in the base,
· Seabed may need some careful preparation, · Subjected to scour
Insensitive to soil parameters, depth 3-15 m, Poorly under scouring, complex configuration, heave force during wave passage, Large use of concrete, Close to wind farm site, strong lifting,
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
17
Floating offshore turbines Cost effective solutions for moderate-deep water (i.e. depth>100 m)
Different concepts, innovative, hybrid, …
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
18
Today-installation Denmark, UK, Netherland (Monopile and Gravity base)
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
19
Marine operation for a wind farm
•Cable-laying •Foundation installation •Substation installation •Sea-based support •Turbine installation
Published on behalf of The Crown Estate www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
20
Marine operation for a wind farm, cont.
Published on behalf of The Crown Estate www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
21
Export cable-laying
connecting the onshore and offshore substations. as long sections as possible, up to 70km in length
Array cable-laying Cable-laying vessel Dynamically positioned vessel or barge.
between the turbines and the offshore substation. High pressure jetting Cutting systems to trench in clay or rock.
Trenching ROV
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
22 Cable laying (several days) Loading, Special vessel? To have the enough-capacity
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
23
Foundation installation vessels
Self-propelled jack-up vessels, towed jack-up barges, floating sheerleg, catamaran cranes Self-propelled jack-up (e.g MPI Resolution). 140m X 45m wide, with a 6m draft and speed up to 11 knots. Jack-up legs allow operation in depths of up to 40m. (monopile) Floating cranes (e.g. Samson, Rambiz and Stanislav Yudin) for jacket, tripod and GBS. Onboard tooling: Hammer and anvil systems to drive the piles. Drilling systems, grouted into position. Positioning and upending tool to lift, rotate and lower the pile on the sea bed.
A handling tool is used for guiding during driving. Crane capacity around 1,000-3,000 tones.
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
24
e.g. Scour protection of wind turbines.
Monopile installation fast installation
Piling equipment (Drilling) Pile lifting Field splice and adjustment to inclination Field welding Scour protection (static or dynamic scour protection) Monopiles: driven from a jack-up vessel but can be drilled/installed using floating vessel. driving (piling hammer), drilling, vibration
Pile driving at Offshore Wind Farm Egmond aan Zee www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
25
Pile driving Driving using vibrators Not very large shock waves, No damage of adjacent structures.
Very little noise, urban areas Not been applied for offshore wind turbines. Environmental friendly (mammals, fish,…) Drilling or excavation Hard soils, Generating a hole with a diameter slightly larger than that of the pile. Grout may be injected in the annulus between the pile surface and the soil.
Drilling equipment at Blyth
suction bucket monopile (MBD)
accessories can be pre-attached. Also, the flange to which the turbine connected. So, no need for a transition piece, reducing the number of offshore operations.
Simpler installation as foundation towed-out No piling Less scour protection required www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
26
Jacket installation
Oil and gas experiences, Drilling in boulder (very stiff clays) Difficult to transport Field welding for pile connections
Crane barge or juke-up Small hammer for piling
Beatrice, UK, www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
27
Jacket installation
NorWind-Alpha Ventus
• Load-out, transport and installation of Jacket (Quattro-pods) wind turbines Pile transport and installation Jacket installation and grouting
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
28
Tripod Similar to Jackets
Alpha Ventus
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
29
Gravity foundation installation
Sea-bed preparation, Ballast placement (costly) Barge with big lifting capacity Tonnage barge adequate Large protection against scour
Weigh (i.e. 3,000 tonnes) and floated-out to position before being sunk. The sea-bed must be leveled.
Install smoothly! Water damps the motion Rambiz with gravity based foundation www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
30
Substation installation Heavy lift (>1,000 tones), floating crane.
The substation is floated out of port on a barge (equipped with a heavy lift crane/ a separate vessel lift).
Sea-based support Crew vessels, anchor handling, barges, dive support, ROV handling. Crew vessels: typically 15-20m catamarans. ROV- and Dive-support vessels: 80-100m DP vessels with a moon pool and deck crane. www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
31
Turbine installation ¾assembly of turbine tower, nacelle and blades at sea ¾transfer of complete turbines from land (demonstration projects). Round 1 and 2 (UK), towers mounted vertically on the vessel and one or more blades joined before shipment. Transportation of fully constructed turbines to minimize the time and work content at sea. OWEC Jacket Foundation at Beatrice Offshore Wind Project
Crane vessel “Ocean Hanne” used for turbine transport and installation
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
32
Assembly at sea
Transition piece
Sits on top of pile, provide a flange for the connection of the turbine tower: •correct any misalignment of the foundation •hold the accessories (boat landing, J-tube, ladder and anodes) Connected to the foundation: using grout, a flange or a slip joint.
Lifting of a tower section for installation Turbine tower installed in 2-3 sections (bolted together). Connection between the transition piece and the turbine tower by bolting two flanges together.
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
33
Shipping and assembly at sea
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
34
Rotor–Nacelle assembly
The rotor-nacelle assembly can be installed either separately or using the Bunny–Ear method Rotor as one-piece
Bunny–Ear method
Separate
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
35
Rotor as one-piece
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
36
Bunny–Ear method
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
37
Custom-made installation vessels Few of vessels being used for turbine installation were built for the purpose.
As market develops, innovative solutions with purpose-built vessels typical specification for such a vessel: Length: 130m, Beam 38m, Draft 5m Crane: 1000 tonnes Tonnage: 9,300 tonnes Speed: 11 knots Jack-up depth: 35m No. of wind turbines capacity: 6 No. of jack up legs: 4- 6 Jack up speed: 1m/min Dynamic positioning system
www.cesos.ntnu.no www.cesos.ntnu.no
Components On-board crane. Dynamic positioning. Propulsion systems. Jack-up system. Specialized turbine transport and installation frames.
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
38
Beatrice demonstrator project
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
39
Sheringham Shoal Offshore Wind Farm, UK
Output: 315 MW Offshore Installation Start: 2010 Start Installation of Turbines: 2011 Project Completion: 2011
www.scira.co.uk
88 wind turbines, capacity of 3.6 MW Turbine Blade Length: 52m Turbine tower height: 80m
Contractor (MT Højgaard) use the “Svanen”, self-powered heavy-duty floating crane, to drive foundation piles 23-37m and mount transition pieces. two 1000 tone offshore substations StatoilHydro and Statkraft
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
40
"Toisa Sonata" ready to leave Vlissingen with a monopile and transition piece.
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
41
HLV Svanen
The Svanen and Toisa Sonata on the Sheringham Shoal site www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
42
10 km west of Karmøy, Norway, at a depth of about 200 m
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
43
Hywind (Marine Operations) Siemens and StatoilHydro
• Load-out and tow of Substructure • Inshore assembly • Installation of Permanent Mooring System • Tow-out and Hook-up of FWT • Installation of Subsea Cable
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
44
Lead-out and Float-off at Technip yard, at Finland Wet-tow transport from Finland to Norway
FOTO: JON INGEMUNDSEN / STAVANGER AFTENBLAD
Wet tow from Finland, inshore mooring and barge support. Tow-out and offshore hook up. www.cesos.ntnu.no www.cesos.ntnu.no
Buksér og Berging AS
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
45
Upending of spar
Ballasting
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
46
Floating crane
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
47
Vessel transportation of Siemens equipment (from Denmark to Norway), Assembling Siemens equipment at site,
Assembling: top sections, nacelle, hub with blades
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
48
Offshore hook-up of mooring
Installation of Subsea Cable
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
49
Spar-type installation Water depth!
In Norway, USA, Japan, … assembled and up-righted inshore and towed to its offshore location in vertical position. where the water close to the shore is shallow? Alternatively: Assemble at offshore-site For TLPs: ballasting and de-ballasting Sensitive to weather and instability during installation Tow-out on buoyancy modules until connection (Blue-H)
Sway (Tension leg spar-type turbine) Dedicated vessel tow-out and upending
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
50
Assembled wind turbine installation
Sea Transport of Upright Wind Turbines! Assembled full-WT on a barge @ DTU
accelerations at the nacelle are selected as limit for transport Weather window for transport up to: Hs = 5 m, V=15 m/sec Stability and wave-induced motions
Glosten design TLP for shallower waters
sed Gifford/BMT/Freyssinet gravity based
www.cesos.ntnu.no www.cesos.ntnu.no
SPT Offshore & Wood Group tri-bucket
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
51
Semisubmersible installation
Port assembly No specialized vessels (conventional tugs) Tow-out fully commissioned (with turbine system) WindSea Project
Using semisubmersible to transport and install an assembled FWT?
Aquilo, UMB WindFloat Project
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
52
New ideas to install spar-type FLIP (U.S. Navy)
Challenge: loads on the turbine! FLS, fatigue contribution, ULS, risk assessment is it possible for Sway concept?
www.cesos.ntnu.no www.cesos.ntnu.no
Transport and install full assembled FWT Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
To help protect your privacy, PowerPoint prevented this external picture from being automatically downloaded. To download and display this picture, click Options in the Message Bar, and then click Enable external content.
53
Conclusion
Cost
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
54
Conclusion
New trend: large wind farms with a capacity of hundreds of MW. With the increasing number per year, there is a need for new equipment. Lack of availability of vessels Large projects are stretched over more seasons For few months weather conditions are appropriate (70% of the days in a year) Complete installation procedure of an offshore wind farm requires different individual steps, from turbine manufacturing to the start of operations.
To reduce the resulting cumulated risk of the offshore wind energy, ameliorate the installation process uncertainties.
Two seasons for foundation/turbine installations resulted in buffer time for project completion.
www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
55
Conclusion Limited number of vessels available and few companies with the expertise.
Different installation vessels are necessary to install turbines in shallow and deep water. Installation of groups of wind turbines? Other strategies, especially in deeper waters, innovation to reduce costs. Season for installation is extended. Optimize design process by seeing the entire structure as one. Transporting WT completely assembled to the offshore site. Improve the installation procedure = cost reduction Less sensitive to the weather conditions Effective and robust installation methods Offshore wind industry is often dominated by players with background in onshore. Adapting rules/recommended to the offshore wind industry requirements. (Optimizing cost and necessary safety margins) www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures
56
Acknowledgement: T. Moan, Z. Gao, G. R. Gunnu, A. R. Nejad, A. Natskår, Å. Eika
Combined FWT and WEC Wind and wave
Floating Power Plant A/S
Poseidon platform, Denmark
Thanks for your attention www.cesos.ntnu.no www.cesos.ntnu.no
Madjid –01.03.2011 Author – Centre for Ships andKarimirad Ocean Structures