Enercon 1.5MW Turbine Nacelle
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
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. -
SRI: Wind Power Generation Project Main Report
Environment Impact Assessment (Draft) May 2017 SRI: Wind Power Generation Project Main Report Prepared by Ceylon Electricity Board, Ministry of Power and Renewable Energy, Democratic Socialist Republic of Sri Lanka for the Asian Development Bank. CURRENCY EQUIVALENTS (as of 17 May 2017) Currency unit – Sri Lankan rupee/s(SLRe/SLRs) SLRe 1.00 = $0.00655 $1.00 = SLRs 152.70 ABBREVIATIONS ADB – Asian Development Bank CCD – Coast Conservation and Coastal Resource Management Department CEA – Central Environmental Authority CEB – Ceylon Electricity Board DoF – Department of Forest DS – District Secretary DSD – District Secretaries Division DWC – Department of Wildlife Conservation EA – executing agency EIA – environmental impact assessment EMoP – environmental monitoring plan EMP – environmental management plan EPC – engineering,procurement and construction GND – Grama Niladhari GoSL – Government of Sri Lanka GRM – grievance redress mechanism IA – implementing agency IEE – initial environmental examination LA – Local Authority LARC – Land Acquisition and Resettlement Committee MPRE – Ministry of Power and Renewable Energy MSL – mean sea level NARA – National Aquatic Resources Research & Development Agency NEA – National Environmental Act PIU – project implementation unit PRDA – Provincial Road Development Authority PUCSL – Public Utility Commission of Sri Lanka RDA – Road Development Authority RE – Rural Electrification RoW – right of way SLSEA – Sri Lanka Sustainable Energy Authority WT – wind turbine WEIGHTS AND MEASURES GWh – 1 gigawatt hour = 1,000 Megawatt hour 1 ha – 1 hectare=10,000 square meters km – 1 kilometre = 1,000 meters kV – 1 kilovolt =1,000 volts MW – 1 megawatt = 1,000 Kilowatt NOTE In this report, “$” refers to US dollars This environmental impact assessment is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. -
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. -
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. .................................................................................... -
Exhibit 11R Drawings and Specifications of Gamesa Eolica
Exhibit 11R Drawings and Specifications of Gamesa Eolica Wind Turbines The Applicant plans to use Gamesa G90 Wind Turbines at the Marble River Wind Farm (see enclosure #1, press announcement of purchase of Gamesa turbines). Gamesa is a leading company in the design, manufacturing, installation, operation and maintenance of wind turbines. In 2004, Gamesa was ranked second worldwide in a ranking of the Top 10 wind turbine manufacturers by BTM Consult, with a market share of 18.1%. In Spain, Gamesa Eólica is the leading manufacturer and supplier of wind turbines, with a market share of 56.8% in 2004. One of the partners in the Marble River Wind Farm, Acciona, has had a significant and successful history with Gamesa turbines. Gamesa has used the experience gained in its home market to develop a robust, adaptable wind turbine suitable for most wind conditions in the USA. Gamesa Wind US will carry out a major portion of the manufacturing of the wind turbines planned for Marble River in the Mid-Atlantic region, where Gamesa is already active in development and construction of wind energy projects. Gamesa G90 The Gamesa G90 is a 2-MW, three-bladed, upwind pitch regulated and active yaw wind turbine. The G90 has a blade length of 44m which, when added to the diameter of the hub, gives a total diameter of 90m and a swept area of 6362m2. The turbine blades are bolted to a hub at the low speed end of a 1:120 ratio gear box. Enclosure #2, G90-2.0MW, contains a picture of the G90 with a summary of the technical data. -
U.S. Offshore Wind Manufacturing and Supply Chain Development
U.S. Offshore Wind Manufacturing and Supply Chain Development Prepared for: U.S. Department of Energy Navigant Consulting, Inc. 77 Bedford Street Suite 400 Burlington, MA 01803-5154 781.270.8314 www.navigant.com February 22, 2013 U.S. Offshore Wind Manufacturing and Supply Chain Development Document Number DE-EE0005364 Prepared for: U.S. Department of Energy Michael Hahn Cash Fitzpatrick Gary Norton Prepared by: Navigant Consulting, Inc. Bruce Hamilton, Principal Investigator Lindsay Battenberg Mark Bielecki Charlie Bloch Terese Decker Lisa Frantzis Aris Karcanias Birger Madsen Jay Paidipati Andy Wickless Feng Zhao Navigant Consortium member organizations Key Contributors American Wind Energy Association Jeff Anthony and Chris Long Great Lakes Wind Collaborative John Hummer and Victoria Pebbles Green Giraffe Energy Bankers Marie DeGraaf, Jérôme Guillet, and Niels Jongste National Renewable Energy Laboratory David Keyser and Eric Lantz Ocean & Coastal Consultants (a COWI company) Brent D. Cooper, P.E., Joe Marrone, P.E., and Stanley M. White, P.E., D.PE, D.CE Tetra Tech EC, Inc. Michael D. Ernst, Esq. Notice and Disclaimer This report was prepared by Navigant Consulting, Inc. for the use of the U.S. Department of Energy – who supported this effort under Award Number DE-EE0005364. The work presented in this report represents our best efforts and judgments based on the information available at the time this report was prepared. Navigant Consulting, Inc. is not responsible for the reader’s use of, or reliance upon, the report, nor any decisions based on the report. NAVIGANT CONSULTING, INC. MAKES NO REPRESENTATIONS OR WARRANTIES, EXPRESSED OR IMPLIED. Readers of the report are advised that they assume all liabilities incurred by them, or third parties, as a result of their reliance on the report, or the data, information, findings and opinions contained in the report. -
Wind Power Technology Knowledge Sharing, Provided by SKF 28
EVOLUTION A SELECTION OF ARTICLES PREVIOUSLY PUBLISHED IN EVOLUTION, A BUSINESS AND TECHNOLOGY MAGAZINE FROM SKF WIND POWER TECHNOLOGY KNOWLEDGE SHARING, PROVIDED BY SKF 28 30 ContentsA selection of articles previously published in Evolution, a business and technology magazine issued by SKF. 03 Robust measures Premature bearing failures in wind gearboxes 32 14 and white etching cracks. 14 Dark forces How black oxide-coated bearings can make an impact on cutting O&M costs for wind turbines. 20 A flexibile choice SKF’s high-capacity cylindrical roller bearings are specifically designed for wind turbine gearbox applications. 23 Marble arts Developments in ceramic bearing balls for high- performance applications. 28 Wind powering the US The United States is increasingly looking to the skies to find new energy. 30 Spin doctors Engineering company Sincro Mecánica helps to make sure ageing turbines stay productive at Spain’s leading wind farms. 32 Improved efficiency A successfull cooperation of companies within the SKF Group has led to the development of an improved pump unit for centralized lubrication 20 systems. 2 evolution.skf.com 3 PHOTO: ISTOCKPHOTO Premature bearing failures in wind gearboxes and white etching cracks (WEC) Wind turbine gearboxes are subjected to a wide variety of operating conditions, some of which may push the bearings beyond their limits. Damage may be done to the bearings, resulting in a specific premature failure mode known as white etching cracks (WEC), sometimes called brittle, short-life, early, abnormal or white structured flaking (WSF). Measures to make the bearings more robust in these operating conditions are discussed in this article. -
Partially Enclosed Vertical Axis Wind Turbine
WORCESTER POLYTECHNIC INSTITUTE PROJECT ID: BJS – WS14 Partially Enclosed Vertical Axis Wind Turbine Major Qualifying Project 2013-2014 Paige Archinal, Jefferson Lee, Ryan Pollin, Mark Shooter 4/24/2014 1 Acknowledgments We would like to thank Professor Brian Savilonis for his guidance throughout this project. We would like to thank Herr Peter Hefti for providing and maintaining an excellent working environment and ensuring that we had everything we needed. We would especially like to thank Kevin Arruda and Matt Dipinto for their manufacturing expertise, without which we would certainly not have succeeded in producing a product. 2 Abstract Vertical Axis Wind Turbines (VAWTs) are a renewable energy technology suitable for low-speed and multidirectional wind environments. Their smaller scale and low cut-in speed make this technology well-adapted for distributed energy generation, but performance may still be improved. The addition of a partial enclosure across half the front-facing swept area has been suggested to improve the coefficient of performance, but it undermines the multidirectional functionality. To quantify its potential gains and examine ways to mitigate the losses of unidirectional functionality, a Savonius blade VAWT with an independently rotating enclosure with a passive tail vane control was designed, assembled, and experimentally tested. After analyzing the output of the system under various conditions, it was concluded that this particular enclosure shape drastically reduces the coefficient of performance of a VAWT with Savonius blades. However, the passive tail vane rotated the enclosure to the correct orientation from any offset position, enabling the potential benefits of an advantageous enclosure design in multidirectional wind environments. -
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 -
Wind Turbine Technology
Wind Energy Technology WhatWhat worksworks && whatwhat doesndoesn’’tt Orientation Turbines can be categorized into two overarching classes based on the orientation of the rotor Vertical Axis Horizontal Axis Vertical Axis Turbines Disadvantages Advantages • Rotors generally near ground • Omnidirectional where wind poorer – Accepts wind from any • Centrifugal force stresses angle blades • Components can be • Poor self-starting capabilities mounted at ground level • Requires support at top of – Ease of service turbine rotor • Requires entire rotor to be – Lighter weight towers removed to replace bearings • Can theoretically use less • Overall poor performance and materials to capture the reliability same amount of wind • Have never been commercially successful Lift vs Drag VAWTs Lift Device “Darrieus” – Low solidity, aerofoil blades – More efficient than drag device Drag Device “Savonius” – High solidity, cup shapes are pushed by the wind – At best can capture only 15% of wind energy VAWT’s have not been commercially successful, yet… Every few years a new company comes along promising a revolutionary breakthrough in wind turbine design that is low cost, outperforms anything else on the market, and overcomes WindStor all of the previous problems Mag-Wind with VAWT’s. They can also usually be installed on a roof or in a city where wind is poor. WindTree Wind Wandler Capacity Factor Tip Speed Ratio Horizontal Axis Wind Turbines • Rotors are usually Up-wind of tower • Some machines have down-wind rotors, but only commercially available ones are small turbines Active vs. Passive Yaw • Active Yaw (all medium & large turbines produced today, & some small turbines from Europe) – Anemometer on nacelle tells controller which way to point rotor into the wind – Yaw drive turns gears to point rotor into wind • Passive Yaw (Most small turbines) – Wind forces alone direct rotor • Tail vanes • Downwind turbines Airfoil Nomenclature wind turbines use the same aerodynamic principals as aircraft Lift & Drag Forces • The Lift Force is perpendicular to the α = low direction of motion. -
State of the Art of Aerolastic Codes for Wind Turbine Calculations
PH* o S & %,N f=JT - 2>*f - - MZL INTERNATIONAL ENERGY AGENCY Implementing Agreement for Co-operation in the Research and Development of Wind Turbine Systems ANNEX XI 28th Meeting of Experts State of the Art of Aerolastic Codes for Wind Turbine Calculations Lyngby, April 11-12,1996 Organized by : The Technical University of Denmark IS unlimited Scientific Coordination : B. Maribo Pedersen Dept, of Fluid Mechanics Technical University of Denmark jMfiXCimjxiow-^cjruiejt304MjuuMCJM3CJ»-ju^ww---^ INTERNATIONAL ENERGY AGENCY Implementing Agreement for Co-operation in the Research and Development of Wind Turbine Systems ANNEX XI C D h) \r - 9G o tj f(jG — <U iETqr - O - -oH Ji G 28th Meeting of Experts State of the Art of Aerolastic Codes for Wind Turbine Calculations Lyngby, April 11-12,1996 Organized by : The Technical University of Denmark asffiBUimoFiHns %y-S Scientific Coordination : B. Maribo Pedersen Dept, of Fluid Mechanics Technical University of Denmark ISSN 0590-8809 r - DISCLAIMER Portions of this document may be illegible in electronic image products. Images are produced from the best available original document. I CONTENTS page B. MAREBO PEDERSEN 1 Introductory Note D.C.QUARTON 3 Calculation of Wind Turbine Aeroelastic Behaviour The Garrad Hassan Approach C. LINDENBURG 13 Results of the PHATAS-m Development ALAN D. WRIGHT 25 Aeroelastic Code Development Activities in the United States L. N.FREEMAN and R.E.WILSON 37 The FAST Code G.GIANNAKIDIS and J.M.R.GRAHAM 57 Prediction of H.A.W.T. Blade Stall and Performance STIG 0YE 71 FLEX 4, Simulation of Wind Turbine Dynamics HANS GANANDER 77 The VIDYN - Story M.