Experiences from Middelgrunden 40 MW Offshore Wind Farm
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Gravity-Based Foundations in the Offshore Wind Sector
Journal of Marine Science and Engineering Review Gravity-Based Foundations in the Offshore Wind Sector M. Dolores Esteban *, José-Santos López-Gutiérrez and Vicente Negro Research Group on Marine, Coastal and Port Environment and other Sensitive Areas, Universidad Politécnica de Madrid, E28040 Madrid, Spain; [email protected] (J.-S.L.-G.); [email protected] (V.N.) * Correspondence: [email protected] Received: 27 December 2018; Accepted: 24 January 2019; Published: 12 March 2019 Abstract: In recent years, the offshore wind industry has seen an important boost that is expected to continue in the coming years. In order for the offshore wind industry to achieve adequate development, it is essential to solve some existing uncertainties, some of which relate to foundations. These foundations are important for this type of project. As foundations represent approximately 35% of the total cost of an offshore wind project, it is essential that they receive special attention. There are different types of foundations that are used in the offshore wind industry. The most common types are steel monopiles, gravity-based structures (GBS), tripods, and jackets. However, there are some other types, such as suction caissons, tripiles, etc. For high water depths, the alternative to the previously mentioned foundations is the use of floating supports. Some offshore wind installations currently in operation have GBS-type foundations (also known as GBF: Gravity-based foundation). Although this typology has not been widely used until now, there is research that has highlighted its advantages over other types of foundation for both small and large water depth sites. There are no doubts over the importance of GBS. -
Horns Rev 2 Offshore Wind Farm Bird Monitoring Program 2010-2012
Dong Energy A/S Horns Rev 2 Offshore Wind Farm Bird Monitoring Program 2010-2012 BIRD MIGRATION Dong Energy A/S Horns Rev 2 Offshore Wind Farm Bird Monitoring Program 2010-2012 BIRD MIGRATION Client Dong Energy A/S att. Birte Hansen Kraftværksvej 53 DK-7000 Fredericia Consultants Orbicon A/S Jens Juuls Vej 16 8260 Viby J DHI A/S Agern Allé 2 2970 Hørsholm Project ID 1321000072 Document 1321000075-03-003 Project manager Simon B. Leonhard Authors Henrik Skov, Simon B. Leonhard, Stefan Heinänen, Ramunas Zydelis, Niels Einar Jensen, Jan Durinck, Thomas W. Johansen, Bo P. Jensen, Brian L. Hansen, Werner Piper, Per N. Grøn Checked by Bo Svenning Pedersen Version 3 Approved by Lars Sloth Issued date December 2012 Data sheet Title: Horns Rev 2 Monitoring 2010-2012. Migrating Birds. Authors: Henrik Skov2, Simon B. Leonhard1, Stefan Heinänen2, Ramunas Zydelis2, Niels Einar Jensen2, Jan Durinck3, Thomas W. Johansen3, Bo P. Jensen2, Brian L. Hansen2, Werner Piper4, Per N. Grøn1. Institutions: 1Orbicon A/S, Jens Juuls Vej 16, DK-8260 Viby J, Denmark; 2DHI, Agern Allé 5, DK-2970 Hørsholm, Denmark; 3Marine Observers, Svankjærvej 6, DK-7752 Snested, Denmark; 4Biola, Gotenstrasse 4, D-20097 Hamburg Germany. Publisher: Horns Rev II A/S. Kraftværksvej 53, DK-7000 Fredericia, Denmark. Year: 2012 Version: 3 Report to be cited: Skov H.; Leonhard, S.B.; Heinänen, S.; Zydelis, R.; Jensen, N.E.; Durinck, J.; Johansen, T.W.; Jensen, B.P.; Hansen, B.L.; Piper, W.; Grøn, P.N. 2012. Horns Rev 2 Monitoring 2010-2012. Migrating Birds. Orbicon, DHI, Marine Observers and Biola. -
Validation of the Dynamic Wake Meandering Model with Respect To
https://doi.org/10.5194/wes-2020-126 Preprint. Discussion started: 8 December 2020 c Author(s) 2020. CC BY 4.0 License. Validation of the dynamic wake meandering model with respect to loads and power production Inga Reinwardt1, Levin Schilling1, Dirk Steudel2, Nikolay Dimitrov3, Peter Dalhoff1, and Michael Breuer4 1Dep. Mechanical Engineering & Production, HAW Hamburg, Berliner Tor 21, D-20099 Hamburg, Germany 2Dep. Turbine Load Calculation, Nordex Energy GmbH, Langenhorner Chaussee 600, D-22419 Hamburg, Germany 3Dep. of Wind Energy, DTU, Frederiksborgvej 399, 4000 Roskilde, Denmark 4Dep. of Fluid Mechanics, Helmut-Schmidt University Hamburg, Holstenhofweg 85, D-22043 Hamburg, Germany Correspondence: Inga Reinwardt ([email protected]) Abstract. The outlined analysis validates the dynamic wake meandering (DWM) model based on loads and power production measured at an onshore wind farm with small turbine distances. Special focus is given to the performance of a version of the DWM model that was previously recalibrated at the site. The recalibration is based on measurements from a turbine nacelle- mounted lidar. The different versions of the DWM model are compared to the commonly used Frandsen turbulence model. 5 The results of the recalibrated wake model agree very well with the measurements, whereas the Frandsen model overestimates the loads drastically for short turbine distances. Furthermore, lidar measurements of the wind speed deficit as well as the wake meandering are incorporated in the DWM model definition in order to decrease the uncertainties. 1 Introduction Wake models are a key aspect in every site-specific load calculation procedure. The used wake model has significant impact on 10 predicted loads and the power output of the whole wind farm, hence, an accurate wake model is of major importance for a wind farm design optimization process. -
The Middelgrunden Offshore Wind Farm
The Middelgrunden Offshore Wind Farm A Popular Initiative 1 Middelgrunden Offshore Wind Farm Number of turbines............. 20 x 2 MW Installed Power.................... 40 MW Hub height......................... 64 metres Rotor diameter................... 76 metres Total height........................ 102 metres Foundation depth................ 4 to 8 metres Foundation weight (dry)........ 1,800 tonnes Wind speed at 50-m height... 7.2 m/s Expected production............ 100 GWh/y Production 2002................. 100 GWh (wind 97% of normal) Park efficiency.................... 93% Construction year................ 2000 Investment......................... 48 mill. EUR Kastrup Airport The Middelgrunden Wind Farm is situated a few kilometres away from the centre of Copenhagen. The offshore turbines are connected by cable to the transformer at the Amager power plant 3.5 km away. Kongedybet Hollænderdybet Middelgrunden Saltholm Flak 2 From Idea to Reality The idea of the Middelgrunden wind project was born in a group of visionary people in Copenhagen already in 1993. However it took seven years and a lot of work before the first cooperatively owned offshore wind farm became a reality. Today the 40 MW wind farm with twenty modern 2 MW wind turbines developed by the Middelgrunden Wind Turbine Cooperative and Copenhagen Energy Wind is producing electricity for more than 40,000 households in Copenhagen. In 1996 the local association Copenhagen Environment and Energy Office took the initiative of forming a working group for placing turbines on the Middelgrunden shoal and a proposal with 27 turbines was presented to the public. At that time the Danish Energy Authority had mapped the Middelgrunden shoal as a potential site for wind development, but it was not given high priority by the civil servants and the power utility. -
Horns Rev II Offshore Wind Farm Monitoring of Migrating Waterbirds Baseline Studies 2007-08
Horns Rev II Offshore Wind Farm Monitoring of Migrating Waterbirds Baseline Studies 2007-08 Client DONG Energy A/S Teglholmen A.C. Meyers Vænge 9 DK 2450 København SV Tel: +45 4480 6000 Representative Lars Bie Jensen E-mail [email protected] Consultant Authors Orbicon A/S Werner Piper Jens Juuls Vej 18 Gerd Kulik DK 8260 Viby J Jan Durinck Tel: +45 8738 6166 Henrik Skov Simon B. Leonhard DHI Water Environment Health A/S Agern Allé 5 DK-2970 Hørsholm Tel: +45 4516 9200 In association with: BIOLA Gotenstrasse 4 D - 20097 Hamburg Tel: + 49 40 2380 8791 Project 132-07.1004 Project manager Simon B. Leonhard Marine Observers Quality assurance Simon B. Leonhard Svankjærvej 6 Revision 3 DK-7752 Snedsted Approved Lars Sloth Tel: +45 9796 2696 Published October 2008 Database: Cynthia Erb, Gerd Kulik, Werner Piper GIS: Ellen Heinsch, Jan Durinck, Observers: Werner Piper, Lutz von der Heyde, Dr. Hans-Wolfgang Nehls, Karsten Kohls, Hans Pelny, Thilo Christophersen Photos: Jan Durinck, Thomas W. Johansen, Henrik Skov, Jens Christensen CONTENTS 1 SUMMARY ................................................................................................................... 3 DANSK RESUME ....................................................................................................................... 5 2 INTRODUCTION .......................................................................................................... 7 2.1 Background ................................................................................................................. -
Wind Farm Wake Verification
Copenhagen, 10 February 2015 Wind farm wake verification Support by Kurt S. Hansen Senior Scientist DTU Wind Energy – Fluid Mechanics Outline • Introduction wind turbine wakes; • Participants & models; • Results Simple wakes and moderate spacing; Wakes for small spacing and speed recovery; Wakes for variable spacing Wind farm clusters; Wake behind a large wind farm; • Discussion & acknowledgements; EERA-DTOC Final Conference, Copenhagen, 10th March 2015 2 Introduction wind turbine wakes 1. Basic wake deficit - pairs of wind turbines; a) Power deficit; b) Peak deficit vs turbulence; 2. Rows of turbines; a) Constant spacing (small or large); b) Speed recovery due to ”missing” turbines; 3. Wind farms with variable spacing; 4. Park efficiency; 5. Wind farm clusters = Farm – Farm wake EERA-DTOC Final Conference, Copenhagen, 10th March 2015 3 Wake deficit between pairs of wind turbines Definition of power deficit = 1 – power ratio = 1 – Pwake/Pfree Ambient EERA-DTOC Final Conference, Copenhagen, 10th March 2015 4 Wake deficit for turbines with constant spacing Increased sector, ∆ EERA-DTOC Final Conference, Copenhagen, 10th March 2015 5 Definition of park efficiency Park efficiency at 8 m/s & ∆=5° Definition of park efficiency ηpark : ηpark = <Pi>/Pref where Pref = undisturbed turbines <Pi>; i=3..8 otherwise: Pref = <Ptop 3> EERA-DTOC Final Conference, Copenhagen, 10th March 2015 6 Introduction to wind farms 1. Horns Rev I WF: 80 x Vestas V80 á 2MW Regular layout with 7D spacing; Well know dataset from other benchmarks; 2. Lillgrund WF: 48 x SWP-2.3-93 m Very dense wind farm with 3.3 and 4.3 D fixed spacing; Missing ”turbines” => speed recovery analysis; 3. -
Structure, Equipment and Systems for Offshore Wind Farms on the OCS
Structure, Equipment and Systems for Offshore Wind Farms on the OCS Part 2 of 2 Parts - Commentary pal Author, Houston, Texas Houston, Texas pal Author, Project No. 633, Contract M09PC00015 Prepared for: Minerals Management Service Department of the Interior Dr. Malcolm Sharples, Princi This draft report has not been reviewed by the Minerals Management Service, nor has it been approved for publication. Approval, when given, does not signify that the contents necessarily reflect the views and policies of the Service, nor does mention of trade names or commercial products constitute endorsement or recommendation for use. Offshore : Risk & Technology Consulting Inc. December 2009 MINERALS MANAGEMENT SERVICE CONTRACT Structure, Equipment and Systems for Offshore Wind on the OCS - Commentary 2 MMS Order No. M09PC00015 Structure, Equipment and Systems: Commentary Front Page Acknowledgement– Kuhn M. (2001), Dynamics and design optimisation of OWECS, Institute for Wind Energy, Delft Univ. of Technology TABLE OF CONTENTS Authors’ Note, Disclaimer and Invitation:.......................................................................... 5 1.0 OVERVIEW ........................................................................................................... 6 MMS and Alternative Energy Regulation .................................................................... 10 1.1 Existing Standards and Guidance Overview..................................................... 13 1.2 Country Requirements. .................................................................................... -
At Horns Rev 3
Horns Rev 3 Technical Project Description for the large-scale offshore wind farm (400 MW) at Horns Rev 3 7 Document no. 13/93461-2897, dated 28.04.2014 Table of Content 1. Introduction .............................................................................................. 4 2. Horns Rev 3 – Site Location ........................................................................ 5 2.1 Physical characteristics .................................................................... 7 2.2 Metocean characteristics .................................................................. 7 2.3 Geological Characteristics ................................................................ 9 3. Wind Farm Layout ................................................................................... 12 3.1 Approach to assess wind farm layout .............................................. 12 3.2 Layouts ....................................................................................... 12 4. Wind Turbines at Horns Rev 3 ................................................................... 19 4.1 Description .................................................................................. 19 4.2 Material ....................................................................................... 20 4.3 Lightning and marking .................................................................. 21 5. Foundations - wind turbines ...................................................................... 25 5.1 Driven steel monopile .................................................................. -
Horns Rev 2 Offshore Wind Farm Main Suppliers and Partners
Horns Rev 2 Offshore Wind Farm Main suppliers and partners About Ørsted Ørsted has a vision of creating a world that runs entirely on green energy. Ørsted develops, builds and operates offshore wind farms, bioenergy plants and innovative solutions that convert waste into energy and supplies its customers with intelligent energy products. Ørsted has 5,600 employees and is headquartered in Denmark. Read more at orsted.com Energinet Owner of offshore substation and export cable Siemens Gamesa Renewable Energy Supplier of wind turbines Aarsleff/Bilfinger Berger J.V. I/S (Bladt Industries A/S) Supplier of foundations A2SEA A/S Supplier of vessels for installation of wind turbines and foundations Semco Maritime A/S Supplier of accommodation platform Nexans Deutschland Industries GmbH & Co. KG Supplier of cables Visser & Smit Hanab bv (Global Marine Systems Ltd.) Supplier of cable installation Port of Esbjerg Installation and service harbour Ørsted Horns Rev 2 Offshore Wind Farm Contact us Kraftværksvej 53, Skærbæk Fiskerihavnsgade 8 Tel. +45 99 55 11 11 7000 Fredericia 6700 Esbjerg [email protected] Denmark Denmark www.orsted.com Horns Rev 2 Offshore Wind Farm 7 We want a world that runs entirely on green energy 93 metres 114 metres Cable station Blåbjerg 68 metres Technical key data Wind turbine type Siemens Gamesa Renewable Weight, nacelle 80 tonnes Energy, SWT 2.3-93 Weight, tower 92 tonnes Number of wind turbines 91 Weight, foundation 150-200 tonnes Wind turbine capacity 2.3MW Total weight of each wind turbine approx 400 tonnes Total wind -
Final Info Packet
INTERNATIONAL OFFSHORE WIND POLICY FORUM DELEGATE INFORMATION PACKET SEPTEMBER 8 - 10, 2015 THE INTERNATIONAL OFFSHORE WIND POLICY FORUM FOR MASSACHUSETTS ELECTED OFFICIALS TABLE OF CONTENTS SEPTEMBER 8 - 10, 2015 INTERNATIONAL OFFSHORE WIND POLICY FORUM Itinerary 4 Policy Forum Participants 7 Massachusetts Elected Officials 8 Company and Speaker Profiles 14 Copenhagen 20 Brande 21 Aarhus 22 Grenaa 23 Logistical Overview 24 Hotel Overview 24 Medical Insurance 24 Climate 25 Electronics 25 Mobile Devices 26 Currency & Finances 27 Emergency Contacts & Safety 27 ITINERARY SEPTEMBER 8 - 10, 2015 INTERNATIONAL OFFSHORE WIND POLICY FORUM MONDAY, SEPTEMBER 7, 2015 Travel to Copenhagen Dress: Casual Boston to Copenhagen Travel Arrangements TUESDAY, SEPTEMBER 8, 2015 Arrive in Copenhagen - Introductions & Welcome Dress: Business Casual NOON Arrival, Copenhagen 4:45PM Meet in hotel lobby and walk to welcome reception 5:00PM Welcome Reception Location: US Ambassador’s residence, Charlottenlund Speakers RUFUS GIFFORD US Ambassador MARTIN BÆK Climate and Energy Ministry MEMBER OF MA DELEGATION STEPHANIE MCLELLAN, Ph.D. Special Initiative on Offshore Wind, University of Deleware 7:30PM Dinner Location: Skovshoved Hotel Address: Strandvejen 267, 2920 Charlottenlund, Denmark Phone: +45 39 64 00 28 NIGHT Accomodation: Skovshoved Hotel Address: Strandvejen 267, 2920 Charlottenlund, Denmark Phone: +45 39 64 00 28 4 ITINERARY PAGE 2 OF 3 WEDNESDAY, SEPTEMBER 9, 2015 Travel to Grenaa & Aarhus - Offshore Wind Farm Tour and Facility Tour Dress: Casual 6:55AM -
The World´S Largest Off-Shore Windfarm, Middelgrunden 40 Mw
WORLD SUSTAINABLE ENERGY DAY 2001 WELS, AUSTRIA THE WORLD´S LARGEST OFF-SHORE WINDFARM, MIDDELGRUNDEN 40 MW Jens H. Larsen Copenhagen Environment and Energy Office (CEEO) ABSTRACT The Middelgrunden project is an offshore wind farm with a rated power capacity of 40 MW. The project consisting of 20 wind turbines at each 2 MW, is situated just 2 km outside the Copenhagen harbor on shallow water (3-5 meters deep). The wind farm is owned fifty/fifty by a wind energy cooperative and the Copenhagen Utility. This article summarizes the experiences from the planning of the project, and draws the perspectives for the future development of offshore wind power in Europe. Key words: windturbine cooperative, economic, offshore, foundation, environment, public awareness, renewable. The author is one of the promoter of the project and has been responsible for the preinvestigations and is now the projectleader for the windturbine cooperative. INTRODUCTION Today more than 100,000 Danish families are members of wind energy cooperatives and such owners have installed 86% of all Danish wind turbines. Until recently, the cooperatives were a very important and dominant factor in the development of the Danish wind energy sector (see figure 1). Since then, single person ownership has by far superseded the importance of the cooperatives. In the coming years the utilities are expected to play an increasing role in the establishment of large-scale offshore wind farms. The program of the Danish utilities alone has a total power of 750 MW within the next 8 years (The Offshore Wind-farm Working Group, 1997; Svenson et. -
Wake Measurements from Horns Rev Final
Wake measurements from the Horns Rev wind farm Leo E. Jensen, Elsam Engineering A/S Kraftvaerksvej 53, 7000 Fredericia Phone: +45 7923 3161, fax: +45 7556 4477 Email: [email protected] Christian Mørch, Elsam Engineering A/S Email: [email protected] Paul B. Sørensen, Elsam Engineering A/S Email: [email protected] Karl Henrik Svendsen, Vestas Wind Systems A/S Email: [email protected] Summary Horns Rev is a large offshore wind farm exposed to low turbulence flow. It has a layout and a location which makes it excellent for general studies of wake effects. Three met masts are installed around the wind farm area to study the recovery of the wake flow behind the wind farm and support the development of new scientific and engineering models for calculation of external wake effects from large offshore wind farms. All wind farm operation data is stored by a SCADA system. The SCADA system collects data from more than 200 sensors every 10 minutes. This data is used for the analysis of internal wake effects. Wind speed and turbulence has been analysed for three lines of turbines - two aligned and one diagonal line of turbines. The analysis shows that there is a large reduction in wind speed from the first turbine to the second in a row, but that the wind speed does not change much from the second to the tenth row. The wind data from the wake masts show that there is still a clear influence of the wind farm 6 km downstream on both mean wind speed and turbulence.