Wind Turbine Modeling for Computational Fluid Dynamics December 2010 — December 2012 L.A
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Applications of Systems Engineering to the Research, Design, And
Applications of Systems Engineering to the Research, Design, and Development of Wind Energy Systems K. Dykes and R. Meadows With contributions from: F. Felker, P. Graf, M. Hand, M. Lunacek, J. Michalakes, P. Moriarty, W. Musial, and P. Veers NREL is a national laboratory of the U.S. Department of Energy, Office of Energy Efficiency & Renewable Energy, operated by the Alliance for Sustainable Energy, LLC. Technical Report NREL/TP-5000-52616 December 2011 Contract No. DE -AC36-08GO28308 Applications of Systems Engineering to the Research, Design, and Development of Wind Energy Systems Authors: K. Dykes and R. Meadows With contributions from: F. Felker, P. Graf, M. Hand, M. Lunacek, J. Michalakes, P. Moriarty, W. Musial, and P. Veers Prepared under Task No. WE11.0341 NREL is a national laboratory of the U.S. Department of Energy, Office of Energy Efficiency & Renewable Energy, operated by the Alliance for Sustainable Energy, LLC. National Renewable Energy Laboratory Technical Report NREL/TP-5000-52616 1617 Cole Boulevard Golden, Colorado 80401 December 2011 303-275-3000 • www.nrel.gov Contract No. DE-AC36-08GO28308 NOTICE This report was prepared as an account of work sponsored by an agency of the United States government. Neither the United States government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States government or any agency thereof. -
Analysis of Flow Structures in Wake Flows for Train Aerodynamics Tomas W. Muld
Analysis of Flow Structures in Wake Flows for Train Aerodynamics by Tomas W. Muld May 2010 Technical Reports Royal Institute of Technology Department of Mechanics SE-100 44 Stockholm, Sweden Akademisk avhandling som med tillst˚and av Kungliga Tekniska H¨ogskolan i Stockholm framl¨agges till offentlig granskning f¨or avl¨aggande av teknologie licentiatsexamen fredagen den 28 maj 2010 kl 13.15 i sal MWL74, Kungliga Tekniska H¨ogskolan, Teknikringen 8, Stockholm. c Tomas W. Muld 2010 Universitetsservice US–AB, Stockholm 2010 Till Mamma ♥ iii iv The Only Easy Day Was Yesterday Motto of the United States Navy SEALs Aerodynamics are for people who can’t build engines Enzo Ferrari v Analysis of Flow Structures in Wake Flows for Train Aero- dynamics Tomas W. Muld Linn´eFlow Centre, KTH Mechanics, Royal Institute of Technology SE-100 44 Stockholm, Sweden Abstract Train transportation is a vital part of the transportation system of today and due to its safe and environmental friendly concept it will be even more impor- tant in the future. The speeds of trains have increased continuously and with higher speeds the aerodynamic effects become even more important. One aero- dynamic effect that is of vital importance for passengers’ and track workers’ safety is slipstream, i.e. the flow that is dragged by the train. Earlier ex- perimental studies have found that for high-speed passenger trains the largest slipstream velocities occur in the wake. Therefore the work in this thesis is devoted to wake flows. First a test case, a surface-mounted cube, is simulated to test the analysis methodology that is later applied to a train geometry, the Aerodynamic Train Model (ATM). -
A Review of Wind Turbine Wake Models and Future Directions
A Review of Wind Turbine Wake Models and Future Directions 2013 North American Wind Energy Academy (NAWEA) Symposium Matthew J. Churchfield Boulder, Colorado August 6, 2013 NREL/PR-5200-60208 NREL is a national laboratory of the U.S. Department of Energy, Office of Energy Efficiency and Renewable Energy, operated by the Alliance for Sustainable Energy, LLC. Why Are Wind Turbine Wakes Important? Wind speed (m/s) • Wake effects impact: o Power production o Mechanical loads • High importance in wind- plant-level control strategies • Having a good wake model is a necessity in predicting plant performance and understanding fatigue Contours of instantaneous wind speed in simulated flow through loads the Lillgrund wind plant 2 What Does a Wake Look Like? Flow field generated from large-eddy simulation (velocity field minus mean shear) top view Characteristics: • Velocity deficit • Low-frequency meandering • Intermittent edge • Shear-layer-generated turbulence view from downstream Notice how many of the characteristics describe some sort of unsteadiness 3 Differing Needs in Wake Modeling • Power Prediction and Annual Energy Production (AEP) o Steady, time-averaged • Loads o Unsteady, time-accurate • Control Strategies o Steady and unsteady may both be needed • Basic Physics o As much fidelity as possible 4 Hierarchy of Wake Models Type Example Empirical -Jensen (1983)/Katíc (1986) (Park) Linearized -Ainslie (1985) (Eddy-viscosity) i Reynolds-averaged -Ott et al. (2011) (Fuga) ncreasing cost/fidelity Navier-Stokes (RANS) Other -Larsen et al. (2007) -
The Kelvin Wedge
The shape of ship wakes: The Kelvin wedge 1 1 o 2sin 3 38.9 Dr Andrew French. August 2013 1 Contents • Ship wakes and the Kelvin wedge • Theory of surface waves – Frequency – Wavenumber – Dispersion relationship – Phase and group velocity – Shallow and deep water waves – Minimum velocity of deep water ripples • Mathematical derivation of Kelvin wedge – Surf-riding condition – Stationary phase – Rabaud and Moisy’s model – Froude number • Minimum ship speed needed to generate a Kelvin wedge • Kelvin wedge via a geometrical method? – Mach’s construction • Further reading 2 A wake is an interference pattern of waves formed by the motion of a body through a fluid. Intriguingly, the angular width of the wake produced by ships (and ducks!) in deep water is the same (about 38.9o). A mathematical explanation for this phenomenon was first proposed by Lord Kelvin (1824-1907). The triangular envelope of the wake pattern has since been known as the Kelvin wedge. http://en.wikipedia.org/wiki/Wake 3 Venetian water-craft and their associated Kelvin wedges Images from Google Maps (above) and Google Earth (right), (August 2013) 4 Still awake? 5 The Kelvin Wedge is clearly not the whole story, it merely describes the envelope of the wake. Other distinct features are highlighted below: Turbulent Within the Kelvin wedge we flow from bow see waves inclined at a wave and slightly wider angle propeller from the direction of travel of wash. * These the ship. (It turns effects will be out this is about 55o) * addressed in this presentation. The others Waves disperse within a ‘few will not! degrees’ of the Kelvin wedge. -
Waves and Structures
WAVES AND STRUCTURES By Dr M C Deo Professor of Civil Engineering Indian Institute of Technology Bombay Powai, Mumbai 400 076 Contact: [email protected]; (+91) 22 2572 2377 (Please refer as follows, if you use any part of this book: Deo M C (2013): Waves and Structures, http://www.civil.iitb.ac.in/~mcdeo/waves.html) (Suggestions to improve/modify contents are welcome) 1 Content Chapter 1: Introduction 4 Chapter 2: Wave Theories 18 Chapter 3: Random Waves 47 Chapter 4: Wave Propagation 80 Chapter 5: Numerical Modeling of Waves 110 Chapter 6: Design Water Depth 115 Chapter 7: Wave Forces on Shore-Based Structures 132 Chapter 8: Wave Force On Small Diameter Members 150 Chapter 9: Maximum Wave Force on the Entire Structure 173 Chapter 10: Wave Forces on Large Diameter Members 187 Chapter 11: Spectral and Statistical Analysis of Wave Forces 209 Chapter 12: Wave Run Up 221 Chapter 13: Pipeline Hydrodynamics 234 Chapter 14: Statics of Floating Bodies 241 Chapter 15: Vibrations 268 Chapter 16: Motions of Freely Floating Bodies 283 Chapter 17: Motion Response of Compliant Structures 315 2 Notations 338 References 342 3 CHAPTER 1 INTRODUCTION 1.1 Introduction The knowledge of magnitude and behavior of ocean waves at site is an essential prerequisite for almost all activities in the ocean including planning, design, construction and operation related to harbor, coastal and structures. The waves of major concern to a harbor engineer are generated by the action of wind. The wind creates a disturbance in the sea which is restored to its calm equilibrium position by the action of gravity and hence resulting waves are called wind generated gravity waves. -
Response of a Two-Story Residential House Under Realistic Fluctuating Wind Loads
Western University Scholarship@Western Electronic Thesis and Dissertation Repository 9-14-2010 12:00 AM Response of a Two-Story Residential House Under Realistic Fluctuating Wind Loads Murray J. Morrison The University of Western Ontario Supervisor Gregory A. Kopp The University of Western Ontario Graduate Program in Civil and Environmental Engineering A thesis submitted in partial fulfillment of the equirr ements for the degree in Doctor of Philosophy © Murray J. Morrison 2010 Follow this and additional works at: https://ir.lib.uwo.ca/etd Part of the Civil Engineering Commons, and the Structural Engineering Commons Recommended Citation Morrison, Murray J., "Response of a Two-Story Residential House Under Realistic Fluctuating Wind Loads" (2010). Electronic Thesis and Dissertation Repository. 13. https://ir.lib.uwo.ca/etd/13 This Dissertation/Thesis is brought to you for free and open access by Scholarship@Western. It has been accepted for inclusion in Electronic Thesis and Dissertation Repository by an authorized administrator of Scholarship@Western. For more information, please contact [email protected]. Response of a Two-Story Residential House Under Realistic Fluctuating Wind Loads (Spine title: Realistic Wind Loads on the Roof of a Two-Story House) (Thesis Format: Monograph) by Murray J. Morrison Department of Civil and Environmental Engineering Faculty of Engineering A thesis submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy School of Graduate and Postdoctoral Studies The University of Western Ontario London, Ontario, Canada © Murray J. Morrison 2010 THE UNIVERSITY OF WESTERN ONTARIO SCHOOL OF GRADUATE AND POSTDOCTORAL STUDIES CERTIFICATE OF EXAMINATION Supervisor Examiners ______________________________ ______________________________ Dr. -
Guidelines for Converting Between Various Wind Averaging Periods in Tropical Cyclone Conditions
GUIDELINES FOR CONVERTING BETWEEN VARIOUS WIND AVERAGING PERIODS IN TROPICAL CYCLONE CONDITIONS For more information, please contact: World Meteorological Organization Communications and Public Affairs Office Tel.: +41 (0) 22 730 83 14 – Fax: +41 (0) 22 730 80 27 E-mail: [email protected] Tropical Cyclone Programme Weather and Disaster Risk Reduction Services Department Tel.: +41 (0) 22 730 84 53 – Fax: +41 (0) 22 730 81 28 E-mail: [email protected] 7 bis, avenue de la Paix – P.O. Box 2300 – CH 1211 Geneva 2 – Switzerland www.wmo.int D-WDS_101692 WMO/TD-No. 1555 GUIDELINES FOR CONVERTING BETWEEN VARIOUS WIND AVERAGING PERIODS IN TROPICAL CYCLONE CONDITIONS by B. A. Harper1, J. D. Kepert2 and J. D. Ginger3 August 2010 1BE (Hons), PhD (James Cook), Systems Engineering Australia Pty Ltd, Brisbane, Australia. 2BSc (Hons) (Western Australia), MSc, PhD (Monash), Bureau of Meteorology, Centre for Australian Weather and Climate Research, Melbourne, Australia. 3BSc Eng (Peradeniya-Sri Lanka), MEngSc (Monash), PhD (Queensland), Cyclone Testing Station, James Cook University, Townsville, Australia. © World Meteorological Organization, 2010 The right of publication in print, electronic and any other form and in any language is reserved by WMO. Short extracts from WMO publications may be reproduced without authorization, provided that the complete source is clearly indicated. Editorial correspondence and requests to publish, reproduce or translate these publication in part or in whole should be addressed to: Chairperson, Publications Board World Meteorological Organization (WMO) 7 bis, avenue de la Paix Tel.: +41 (0) 22 730 84 03 P.O. Box 2300 Fax: +41 (0) 22 730 80 40 CH-1211 Geneva 2, Switzerland E-mail: [email protected] NOTE The designations employed in WMO publications and the presentation of material in this publication do not imply the expression of any opinion whatsoever on the part of the Secretariat of WMO concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. -
Dynamics and Low-Dimensionality of a Turbulent Near Wake
J. Fluid Mech. (2000), vol. 410, pp. 29–65. Printed in the United Kingdom 29 c 2000 Cambridge University Press Dynamics and low-dimensionality of a turbulent near wake By X. M A , G.-S. KARAMANOS AND G. E. KARNIADAKIS Division of Applied Mathematics, Brown University, Providence, RI 02912, USA (Received 19 May 1998 and in revised form 12 November 1999) https://doi.org/10.1017/S0022112099007934 . We investigate the dynamics of the near wake in turbulent flow past a circular cylinder up to ten cylinder diameters downstream. The very near wake (up to three diameters) is dominated by the shear layer dynamics and is very sensitive to disturbances and cylinder aspect ratio. We perform systematic spectral direct (DNS) and large-eddy simulations (LES) at Reynolds number (Re) between 500 and 5000 with resolution ranging from 200 000 to 100 000 000 degrees of freedom. In this paper, we analyse in detail results at Re = 3900 and compare them to several sets of experiments. Two converged states emerge that correspond to a U-shape and a V-shape mean velocity profile at about one diameter behind the cylinder. This finding is consistent with https://www.cambridge.org/core/terms the experimental data and other published LES. Farther downstream, the flow is dominated by the vortex shedding dynamics and is not as sensitive to the aforemen- tioned factors. We also examine the development of a turbulent state and the inertial subrange of the corresponding energy spectrum in the near wake. We find that an inertial range exists that spans more than half a decade of wavenumber, in agreement with the experimental results. -
Modulhandbuch Wind Engineering
Module Handbook - Master „Wind Engineering“ 1 Module Handbook Master “Wind Engineering” Last updated_August 2019 Module Handbook - Master „Wind Engineering“ 2 Table of content Table of content .................................................................................................................................. 2 Module overview ................................................................................................................................. 3 Electives ............................................................................................................................................... 4 Module number [1]: Scientific and Technical Writing......................................................................... 5 Module number [2]: Global Wind industry and environmental conditions........................................ 6 Module number [3]: Wind farm project management and GIS .......................................................... 8 Module number [4]: Advanced Engineering Mathematics ............................................................... 10 Module number [5]: Mechanical Engineering for Electrical Engineers ............................................. 11 Module number [6]: Electrical Engineering for Mechanical Engineers ............................................. 13 Module number [7]: German for foreign students ........................................................................... 14 Module number [8]: English for engineers ...................................................................................... -
Resistance and Wake Prediction for Early Stage Ship Design
Resistance and Wake Prediction for Early Stage Ship Design by Brian Johnson B.S., University of Massachusetts Lowell, 2008 Submitted to the Department of Mechanical Engineering in partial fulfillment of the requirements for the degree of ,MASSACHUSEMTS INS iE Master of Naval Architecture and Marine Engineering OFTECHNOLOGY at the NOV 12 2013 MASSACHUSETTS INSTITUTE OF TECHNOLOGY UBRARIES September 2013 @ Massachusetts Institute of Technology 2013. All rights reserved. A u th or ........................................ ..... ... ............ Department of Mechanical Engineering _'- I I 'Apgust 20, 2013 Certified by...... .............. .. .......o.. .. ...s... ...... Ch yssostomos Chryssostomidis Doherty Professor of Ocean Science and Engineering D Thesis Supervisor Certified by ............. .................. V it Stefano Brizzolara Research Scientist and Lecturer, Mechanical Engineering Thesis Supervisoy Certified by Douglas 'Read Associate Professor Maine Maritime Academy ,n/I' 'Supervisor Accepted by..... ................ David E. Hardt Graduate Officer, Department of Mechanical Engineering Resistance and Wake Prediction for Early Stage Ship Design by Brian Johnson Submitted to the Department of Mechanical Engineering on August 20, 2013, in partial fulfillment of the requirements for the degree of Master of Naval Architecture and Marine Engineering Abstract Before the detailed design of a new vessel a designer would like to explore the design space to identify an appropriate starting point for the concept design. The base design needs to be done at the preliminary design level with codes that execute fast to completely explore the design space. The intent of this thesis is to produce a preliminary design tool that will allow the designer to predict the total resistance and propeller wake for use in an optimization program, having total propulsive efficiency as an objective function. -
ESDU Catalogue 2020 Validated Engineering Design Methods ESDU Catalogue
ESDU Catalogue 2020 Validated Engineering Design Methods ESDU Catalogue About ESDU ESDU has over 70 years of experience providing engineers with the information, data, and techniques needed to continually improve fundamental design and analysis. ESDU provides validated engineering design data, methods, and software that form an important part of the design operation of companies large and small throughout the world. ESDU’s wide range of industry-standard design tools are presented in over 1500 design guides with supporting software. Guided and approved by independent international expert Committees, and endorsed by key professional institutions, ESDU methods are developed by industry for industry. ESDU’s staff of engineers develops this valuable tool for a variety of industries, academia, and government institutions. www.ihsesdu.com Copyright © 2020 IHS Markit. All Rights Reserved II ESDU Catalogue ESDU Engineering Methods and Software The ESDU Catalog summarizes more than 350 Sections of validated design and analysis data, methods and over 200 related computer programs. ESDU Series, Sections, and Data Items ESDU methods and information are categorized into Series, Sections, and Data Items. Data Items provide a complete solution to a specific engineering topic or problem, including supporting theory, references, worked examples, and predictive software (if applicable). Collectively, Data Items form the foundation of ESDU. Data Items are prepared through ESDU’s validation process which involves independent guidance from committees of international experts to ensure the integrity and information of the methods. Consequently, every Data Item is presented in a clear, concise, and unambiguous format, and undergoes periodic review to ensure accuracy. Sections are comprised of groups of Data Items. -
Numerical Investigation of the Turbulent Wake-Boundary Interaction in a Translational Cascade of Airfoils and Flat Plate
energies Article Numerical Investigation of the Turbulent Wake-Boundary Interaction in a Translational Cascade of Airfoils and Flat Plate Xiaodong Ruan 1,*, Xu Zhang 1, Pengfei Wang 2 , Jiaming Wang 1 and Zhongbin Xu 3 1 State Key Laboratory of Fluid Power and Mechatronic Systems, Zhejiang University, Hangzhou 310027, China; [email protected] (X.Z.); [email protected] (J.W.) 2 School of Engineering, Zhejiang University City College, Hangzhou 310015, China; [email protected] 3 Institute of Process Equipment, Zhejiang University, Hangzhou 310027, China; [email protected] * Correspondence: [email protected]; Tel.: +86-1385-805-3612 Received: 24 July 2020; Accepted: 27 August 2020; Published: 31 August 2020 Abstract: Rotor stator interaction (RSI) is an important phenomenon influencing performances in the pump, turbine, and compressor. In this paper, the correlation-based transition model is used to study the RSI phenomenon between a translational cascade of airfoils and a flat plat. A comparison was made between computational results and experimental results. The computational boundary layer velocity is in reasonable agreement with the experimental velocity. The thickness of boundary layer decreases as the RSI frequency increases and it increases as the fluid flows downstream. The spectral plots of velocity fluctuations at leading edge x/c = 2 under RSI partial flow condition f = 20 Hz and f = 30 Hz are dominated by a narrowband component. RSI frequency mainly affects the turbulence intensity in the freestream region. However, it has little influence on the turbulence intensity of boundary layer near the wall. A secondary vortex is induced by the wake–boundary layer interaction and it leads to the formation of a thickened laminar boundary layer.