Proceedings of the 2004/2005 Spring Multi-Disciplinary Engineering Design Conference Kate Gleason College of Engineering Rochester Institute of Technology Rochester, New York 14623 May 13, 2005 Project Number: 05307 WIND SOLAR PROJECT Joe Jachlewski – Team Leader, Mechanical Engineering Paul Kingsley, Brian Nealis, Mechanical Engineering Mechanical Engineering Pamela Snyder, Mechanical Engineering ABSTRACT This paper details the development of an outdoor area light system powered by the combination of a wind turbine and solar panel. The goal of the project is to establish an autonomous power system capable of supporting the required power of the light and to study the performance of the system’s components. This paper will focus on the integration of the various components into a functioning unit and the resulting performance of the system as a whole. Aaron Bailey, Mechanical Engineering Matt Rose, Mechanical Engineering Christopher Wall, Mechanical Engineering The purpose of the project is to utilize the advantages of each and evaluate their contributions to the system as a whole. The core concept for this system was first detailed by Dr. Venkataraman in a proposal to the New York Science Association (NYSA). A consensus conclusion will be put here to summarize our findings. Approx 100 words. NOMENCLATURE Depends on the level of equation work included. SYSTEM DESIGN INTRODUCTION Over the last decade, public works projects have shown a greater interest in utilizing “green” power for their small load applications than in years passed. This has included the addition of solar panels to area lights and blinking warning lights. Wind power has seen increased usage in large scale power production with the construction of large wind farms composed of large horizontal axis wind turbines. Vertical axis turbines have seen limited development for small scale application in hobby-type fields. Each source of power, wind and solar, has its own benefits and limitations. Solar power is dependable and predictable. Wind power, rising cubically with wind speed, is capable of high outputs at unpredictable times. Solar power operates on a cycle following the daylight hours, while a wind turbine is capable of producing power at any hour. The Wind Solar Senior Design Team designed an area light during the 2004-2005 academic year that incorporated both of these “green” energy sources. The driving force behind the design of the energy production system was the driven electrical load. The light source chosen was a high intensity 120 LED array designed to operate on 120V AC power available through HighTechLighting.com. The power draw of bulb was provided as 10 watts. Based on an electrical system efficiency of 50%, a power generation system capable of 20 watts was targeted. Solar panels are available commercially in a multitude of sizes. Their area relates directly to their power capacity as panels are composed of strings of small photovoltaic cells. It figures that any expected contribution from the solar panel would directly reduce the required contribution from the wind turbine. The wind turbine was a major focus of design effort. Wind power available varies cubicly with wind speed, and wind power harnessed varies directly with the swept area of the turbine rotor. A minimum efficiency for the mechanical power extracted from the wind against the total power available was set at 15%. © 2005 Rochester Institute of Technology Proceedings of KGCOE 2005 Multi-Disciplinary Engineering Design Conference This efficiency was arrived at following an examination of available commercial designs as well as theoretical mathematical limitations on performance such as the Betz limit. The Betz limit states that, because slowing the velocity of the wind during the power extraction process decreases the mass flow of air through the system, a optimum value exists where the mass flow and energy extraction are balanced to achieve the greatest possible power. This value is 59.3% of the available power in the wind[]. A design space was developed to aid in sizing a rotor size. The power capacity of the solar panel was used as the independent factor and the resulting rotor swept area was determined. The average wind speed in of any given month in the local Rochester environment as well as the equivalent amount of sunlight available and its duration was supplied by the National Oceanic and Atmospheric Administration database (NOAA.org)[]. Figure 1 - A plot of the rotor size design space. Readily available commercial solar panels were considered. A 10 watt panel was selected. A minimum swept area for the turbine rotor of 1.17 m2 was found. ROTOR DESIGN Three core geometries were initially discussed for the rotor geometry. These geometries were horizontal axis, Darrieus vertical axis, and Savonius vertical axis. A Savonius design was selected because of its greater simplicity in construction. Figure 2 - Simple Savonius geometry rotor. Top view. Page 2 The Savonius rotor uses stagnation pressure on one side to promote rotation around a central vertical axis. The blade turning into the wind redirects air around its self with its rounded shape. This design generally produces high torques and low rotational speeds relative to other wind turbine geometries. The specific rotor constructed in this project was built using lightweight fiberglass with foam reinforcement. The central shaft was a length of schedule 80 PVC pipe that provided structural strength and rigidity. A hollow center shaft allowed for the rotor to spin around a stationary shaft of 2” diameter aluminum. Each end of the hollow shaft was supported by a thrust tapered roller bearing. Moments created by wind incident on the rotor, then, were supported by the stationary center shaft and not the bearings. The designed rotor was 48” in diamter and 48” in height, giving it a swept area of 1.49 m2, greater than the required 1.17 m2. At the minimum 15% efficiency, this size rotor would put out 13.15 watts in mechanical power when subjected to the Rochester annual average wind speed of 4.58 m/s. Instead of one rotor running the full 48” length, the rotor was broken into 2 24” sections that were mounted at a 90 degree offset. This allowed for the rotor to present a face to the wind every 90 degrees instead of every 180 degrees. This cuts our peak torque in half, but produces an identical average torque over a complete rotation. Additional, the likelihood of wind approaching from any radial direction will produce power is increased. FEA Rotor Analysis by Brian The rotor drives a permanent magnet DC motor with a 1:1 ratio chain drive. The motor responds to input rotational motion with a linearly increasing voltage. Amperes drawn off the motor increase the torgue required from the rotor. With the exception of the teeth of the cogs and hardware, all the structural and drivetrain part features were machined by the team. STRUCTURAL DESIGN The rotor and generator assembly were mounted to the top of a 16 foot long pressure treated wood post measuring 5.5” x 5.5”. The post was planted 3 feet into the ground in a 12” diameter concrete footing. Additionally, four 5-gallon buckets were filled with concrete along with a metal spiraled stake. These buckets were buried in the ground 8 feet from the foot of the post in each direction to provide anchors for steel guy wires that were attached to the post at an above ground height of 8 feet. The solar panel was mounted 10 feet above ground level with custom aluminum brackets and an 18” arm. The brackets held the solar panel at a 45 degree angle facing south. Rochester, NY, is at a latitude of 43 degrees, indicating that the peak of the sun’s path to the south averages approximately 43 degrees above horizontal. Given the rotation of the Earth and Paper Number 05nnn Proceedings of the Winter KGCOE Multi-Disciplinary Engineering Design Conference change in rise of the sun with season, exactly angling the solar panel was not possible. The light fixture was also mounted at a 10’ above ground height on the north side of the pole with an inline light switch to control our power draw cycles. The 12 V marine battery was housed in a polycarbonate case at the base of the pole. The drive train residing under the rotor was also encased using polycarbonate and acrylic. Electrical lines running up and down the post were run through conduit for protection. Figure 3 - Complete system model. ELECTRICAL DESIGN The solar panel and generator both produce DC voltages. The solar panel voltage in full light can rise as high as 13 volts. It was connected directly, then, to a battery charge pump for a 12V battery capable of charging with supplied voltages as low as 7V DC. Due to the low design rotational speed of the rotor and the low gear ratio in the chain drive of 1:1, the voltage produced by the generator at general operating conditions was on the order of 1.2-3 V DC. Directly, this voltage was too low to supply an identical charge pump. The voltage then, was passed through a pulse width modulator to increase its voltage. Then, the signal was passed through the circuit shown below to produce a one way current into the charge pump. Both charge pumps were then connected to the 12V marine battery. The battery had a XXX watthour capacity, capable of powering the light for YYY hours on a full charge. Lines from the battery were then run to a commercially available AC inverter. The inverter powered the light. Sensitive components were safeguarded with quick-blow fuses. DATA ACQUISITION The data acquisition system (DAQ) was composed of three primary areas: system voltage measurements, system current measurements, and local weather measurements. The DAQ system was interfaced with a laptop using three National Instruments USB based DAQ devices and LabView 7.1. The devices are capable of measuring voltages directly. The generator, battery, solar panel, and light circuit voltages were then measured simply by tapping into each end. Current could be measured by measuring the voltage drop across a small resistor in each circuit. 1 Ohm resistors were found to yield voltage drops for measurement. The currents in the generator, battery, solar panel, and light circuits was measured in this manner. A anemometer attached to the post with a 4 foot length of PVC pipe was used to measure wind speed. Page 3 A weather vane and solar sensor were also included. Measurements from the weather vane, attached to an encoder to report direction, were neglected as wind direction does not vary vertical axis wind turbine performance so long as the flow is horizontal. The anemometer emitted a frequency with its rotation. Prior to installation the response of the anemometer was compared to a calibrated anemometer at identical conditions to determine its response characteristics. The resulting data yielded a linear calibration curve for the response. Solar measurements were only collected to verify that the solar panel responded linearly with light intensity. Include calibration data for the anemometer? fairly unimportant. RESULTS This will be a fairly long section composed of some graphs. Figures will include: Generator Voltages Vs. Wind Speed Rotor Speed Vs. Wind Speed Wind Power Vs. Wind Speed –> Efficiency Solar panel power Vs. Time Maybe a composite power graph. CONCLUSIONS Numbers would help solidify this. FUTURE WORK The structure of the system allows for different rotors to be attached. Initially, simple Savonius designs of varying height to diameters can be tested and evaluated. Should adequate funding become available, the electrical efficiency of the system could be greatly improved with a gearbox and generator pair designed to run optimally at the nominal rotor rotational speed. The DAQ system current measurements currently are a source of noticeable power losses. A less invasive method of measurement is desirable. ACKNOWLEDGEMENTS The Wind-Solar Team would like to thank their mentor, Dr. Edward Hensel, whose input was invaluable. Additionally, the team would like to thank Dr. Venkataraman for providing the initial concept and his continued input throughout the project. The team received machining assistance from Dave Hathaway, Steve Kosciol, and Rob XXXX in the RIT machine shop. Installation was made possible by David Harris, Josh XXX with the RIT Physical Plant. John Wellin assisted greatly in the design of the DAQ system. Electrical help was provided by Dr. Wayne Walter, Dr. Daniel Phillips, and Dr. Vincent Amuso. Joel Slavis from HighTechLighting?? Put acknowledgments here. Be sure to acknowledge your sponsor or customer. You may acknowledge other individuals who have helped your team Copyright © 2005 by Rochester Institute of Technology Proceedings of KGCOE 2005 Multi-Disciplinary Engineering Design Conference throughout the course of the project. It is appropriate to thank suppliers, technical support staff, and others who made a significant contribution. Acknowledgments may be made to individuals or institutions not mentioned elsewhere in the paper who have made an important contribution. REFERENCES Avallone, Eugene; Baumeister III, Theodore. Marks’ Standard Handbook for Mechanical Engineers. 10th Edition. New York: McGraw-Hill, 1996. Bailey, Aaron et al. “Engineering Design Guide (EDGE) for Design Teams – Team 05307.” Rochester Institute of Technology, 2005. Blackwell, Ben et al. “Wind Tunnel Performance Data for Two- and Three-Bucket Savonius Rotors.” Sandia Laboratories, 1977. Dream LG. 2001. LG Electronics, Inc. 15 February 2005 <http://www.dreamlg.com/en/lgewasher/o_dw_functio n.shtml>. Electus Distribution Reference Data Sheet. 2001. 16 February, 2005 <http://www1.electusdistribution.com.au/images_uplo aded/recharge.pdf >. Halliday, David, et al. Fundamentals of Physics. Sixth edition. New York: John Wiley & Sons, Inc., 2001. Klipstein, Donald (Jr). “The Great Internet Light Bulb Book, Part I.” D.L. Klipstein, 1996. 19 January 2005. < http://members.misty.com/don/bulb1.html#hb>. Lithonia Lighting. 2004. Lithonia Lighting. 9 January 2005 <http://www.lithonia.com>. Matweb Material Property Data. 2005. Automation Creations, Inc. 16 February, 2005 <http://www.matweb.com>. NOAA: National Oceanic and Atmospheric Association. February 2005. U.S. Department of Commerce. 20 January 2005. <www.NOAA.org>. Oksolar.com. 2005. 10 January 2005. <http://www.oksolar.com>. Panasonic: Sealed Lead-Acid Handbook. January 1999. Panasonic, Inc. 1 April 2005. <http://www.actec.dk/SLA-generel.pdf>. PowerStream. “Lithium Battery Charging Basics.” 2003. Lund Instrument Engineering, Inc. 1 April 2005. <http://www.powerstream.com/li.htm>. Page 4 “Rochester Institute of Technology: Exterior Lighting Strategy Report.” Fisher Marentz Stone, July 2002. The Saffir-Simpson Hurricane Scale. September 2003. National Weather Service. 1 April 2005. <http://www.nhc.noaa.gov/aboutsshs.shtml>. Schweppenheiser, John (Jr). Personal Interview with Brian Nealis. 20 Dec. 2003. Venkataraman, P. and Hensel, E. “A Hybrid Wind and Solar Generator for Low Power Applications.” Proposal to NSYERDA, PON 737, Stage 1, 2004. Webopedia. 2005. Internet.com. 6 January 2005. <http://www.webopedia.com>. The World Clock. 2005. Steffen Thorson, Inc. 20 January 2005. <http://www.timeanddate.comn/worldclock>. Wortman, Andrze. Introduction to Wind Turbine Engineering. Boston, MA: Butterworth Publishers. Sample References are presented here: [1] Ning, X., and Lovell, M. R., 2002, "On the Sliding Friction Characteristics of Unidirectional Continuous FRP Composites," ASME J. Tribol., 124(1), pp. 5-13. [2] Barnes, M., 2001, "Stresses in Solenoids," J. Appl. Phys., 48(5), pp. 2000–2008. [3] Jones, J., 2000, Contact Mechanics, Cambridge University Press, Cambridge, UK, Chap. 6. [4] Lee, Y., Korpela, S. A., and Horne, R. N., 1982, "Structure of Multi-Cellular Natural Convection in a Tall Vertical Annulus," Proc. 7th International Heat Transfer Conference, U. Grigul et al., eds., Hemisphere, Washington, DC, 2, pp. 221–226. [5] Hashish, M., 2000, "600 MPa Waterjet Technology Development," High Pressure Technology, PVP-Vol. 406, pp. 135-140. [6] Watson, D. W., 1997, "Thermodynamic Analysis," ASME Paper No. 97-GT-288. [7] Tung, C. Y., 1982, "Evaporative Heat Transfer in the Contact Line of a Mixture," Ph.D. thesis, Rensselaer Polytechnic Institute, Troy, NY. [8] Kwon, O. K., and Pletcher, R. H., 1981, "Prediction of the Incompressible Flow Over A Rearward-Facing Step," Technical Report No. HTL26, CFD-4, Iowa State Univ., Ames, IA. [9] Smith, R., 2002, "Conformal Lubricated Contact of Cylindrical Surfaces Involved in a Non-Steady Motion," Ph.D. thesis, http://www.cas.phys.unm.edu/rsmith/homepage.html Paper Number 05nnn