Wind Feasibility and Optimization Study in East Tennessee

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    Wind Power Feasibility and Optimization Study inEast Tennessee

    In submission for the Chancellors Honors Program Senior Thesis project

    Megan SchuttAerospace Engineering

    Mechanical, Aerospace, and Biomedical Engineering Department

    University of Tennessee, Knoxville, Tennessee

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    Wind Power Feasibility and Optimization Study in

    East Tennessee

    Megan Schutt

    Aerospace EngineeringMechanical, Aerospace, and Biomedical Engineering Department

    University of Tennessee, Knoxville, Tennessee

    Wind energys application in the East Tennessee and West North Carolina

    area was addressed, as well as regions with similar topography and

    climatology. A Geographic Information System (GIS) study was developed

    using data from the Wind Energy Resource Atlas. These regions relatively

    small wind energy sources are optimized through a tailored airfoil and the

    investigation of less invasive turbine technologies. In this way, smaller and

    more efficient farms can be constructed, lessening the impact on wildlife and

    the surrounding community.

    Nomenclature

    = density

    P = power

    = mass flow rate

    v = velocity

    A = rotor area

    dE/dt = kinetic energy change

    L = lift force

    D = drag forceCL = coefficient of lift

    CD = coefficient of drag

    CP = coefficient of pressure

    L/D = lift to drag ratio

    = angle of attack

    1. IntroductionIn order to lessen dependence on fossil fuels, an

    alternative energy supply study remains

    necessary. Especially in regions overcome withcurrent land abuse through such resource

    gleaning as mountaintop removal, traditional

    coal mining and hydraulic fracturing,

    unconventional methods may need to be

    optimized. For wind farms to become feasible in

    mountainous regions such as those in the East

    Tennessee and Western North Carolina

    Appalachian region, different power

    maximization technologies may be

    advantageous. This study will attempt to

    localize regions prime for wind farm

    development through Geography Information

    Systems (GIS) as well as to create a solution for

    wind turbine technology suitable for such areas

    with customized turbine type selection and

    unique airfoil design.

    2. Theory2.1Geographic Study

    First, ideal locations must be scouted according

    to average wind speed and temporal variability,

    and practical topography. A sound criticism of

    wind farms as an anchor energy resource is the

    inconsistency in availability. This cannot be

    completely alleviated without large gains in

    energy storage capabilities, but an expectedsupply can be denoted with analysis of data in

    regards to historical patterns throughout

    different parts of the year. In fact, some studies

    have shown that diurnal wind cycling is actually

    in sync with power demand, with higher wind

    speeds during the early evening, and tapering

    off until the early hours of the morning.1Using

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    the Wind Resource Energy Atlas from the US

    Department of Energy, wind categories can be

    mapped for any state in the country.2 In Table

    1, the categories are listed in terms of both

    average wind speed, and resultant wind power

    density available. In addition, Figure 1 shows a

    graphical approximation of wind resource

    capability according to geographical features.

    Figure 1: NREL: RREDC

    Wind

    Power

    Class*

    10 m (33 ft) 50 m (164 ft)

    Wind Power Density

    (W/m2)

    Speed(b)

    m/s (mph)Wind Power Density

    (W/m2)

    Speed(b)

    m/s (mph)

    10 0 0

    100 4.4 (9.8) 200 5.6 (12.5)2

    150 5.1 (11.5) 300 6.4 (14.3)

    3

    200 5.6 (12.5) 400 7.0 (15.7)

    4

    250 6.0 (13.4) 500 7.5 (16.8)

    5

    300 6.4 (14.3) 600 8.0 (17.9)

    6

    400 7.0 (15.7) 800 8.8 (19.7)

    71000 9.4 (21.1) 2000 11.9 (26.6)

    Table 1: NREL Wind Atlas Categories with associated power densities and wind speeds at heights of 10 m and 50 m

    Maximum power from a wind turbine, or any

    turbine for that matter, can be estimated using

    the mass flow rate across the given rotor area.

    Area can be controlled by increasing or

    decreasing the rotor diameter, but locations

    must be investigated to maximize available

    wind, as power is most sensitive to changes in

    velocity. Ideally, wind speed would be taken at

    each potential turbine point, and a power

    distribution function would be modeled off of

    these individual values.3

    While average wind speed is a good

    resource for determining the ultimate power

    output available and technology best suited in a

    particular area, a more detailed analysis is

    necessary to define the expected supply on aday-to-day basis. In addition, directional

    information is important to ensure a laminar,

    one directional flow that is most useful to

    horizontal-axis wind turbines (HAWTs). In

    locations where wind speed is low and/or

    direction is most variable, vertical-axis wind

    turbines (VAWTs) would perhaps be utilized.4

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    NREL also offers a theory that exposed

    mountain ridges and summits offer more

    promising wind resources than perhaps even

    average wind speed as a result of the relative

    topography and orientation to prevailing winds.

    A Venturi speed-up effect happens as the

    wind goes over these ridges and the flows are

    compressed.5 This instance has already been

    utilized by TVA with the one wind energy

    generation plant in East Tennessee on Buffalo

    Mountain (see Figure 2 below).

    Figure 2: Buffalo Mountain Wind Farm, picture courtesy

    of American Council on Renewable Energy.

    GIS has long been used along with

    various data mining sources to graphically

    analyze the wind available in particular regionsacross the world.6,7 The main benefit behind

    this method is to utilize existing infrastructure

    and historical data. After any necessary

    modifications in format are made, the same

    data used for the sciences of meteorology and

    environmental studies can be employed in

    modern studies of energy implementation such

    as these.

    2.2Airfoil DesignGeographic wind availability may indicate

    potential for wind energy generation, but the

    technology for sourcing this energy can severely

    curtail ultimate power generation if not

    developed in an optimum way. Improvements

    in airfoil design can be a method in which

    efficiency gains maximize the power generation

    of wind farms.

    In design of airfoils for use in HAWTs,

    the NACA 63-4XX and NACA 63-6XX series have

    already been developed. There have also been

    improvements in by the DU xx-W-xxx series, the

    S8xx series, and the Riso-A1-xxx series. General

    design goals include high maximum lift to drag

    ratio, high maximum lift, and insensitivity to

    leading edge roughness,8 as HAWTs are

    generally lift based mechanisms. VAWTs, such

    as Darrieus and Savonius Rotor designs, are

    generally drag based9, so their airfoil design

    characteristics will have different goals.

    Lift and L/D maximization goals

    contribute toward increasing power generation,

    in the same way that the thrust available in

    aircraft engines increases available power,

    albeit with a dependency on velocity. The other

    design goal of insensitivity to roughness isnecessary, especially in wind turbine usage, to

    eliminate effects of particulate matter on

    aerodynamic performance. Roughness can lead

    to quicker transition of laminar to turbulent

    flow if the airfoil is not sufficiently insensitive.

    In order to increase insensitivity to

    roughness, several techniques can be

    employed, that can both negatively and

    positively affect the other design goals of lift

    and lift/drag maximization. One means of

    theoretically affecting the roughness sensitivityis optimizing the maximum thickness, upper

    surface thickness, and transition point

    thickness10

    (see Figure 3).

    Figure 3: Wind turbine airfoil study by Delft University of

    Technology

    Coefficient of lift is approximated by a polar

    analysis of the design airfoil, and is wont to be

    maximized in order to produce maximum lift,

    but simultaneous tests must be done to take

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    into account the total drag on the airfoil, and is

    represented by the lift to drag ratio. Many

    leading edge roughness design constraints

    reduce drag while also reducing lift, so

    numerical analysis is often utilized to optimize

    all of these parameters.11

    3. Assessment Methodology3.1Geographic Study

    The GIS data and shapefiles used in this study

    are wind speed categories from the nation-wide

    from the NREL with direct application to wind

    energy availability. The map developed from

    this data can give a general idea of which areas

    have the most potential for wind power

    generation.Further investigation into wind

    direction, variability, and other factors like land

    management and environmental concerns, is

    the next step in location determination. Wind

    roses are one source that tracks cardinal

    direction as well as speed in those directions.

    The wind roses utilized for this study were for

    Knoxville, Tennessee. Data was collected

    monthly for the year 1961 and 2012 to account

    for long term changes in the cyclical pattern. A

    sample distributed by hour was taken throughthe months of July and December. This method

    allowed a diurnal cycle to be established to the

    differences between seasonal patterns to be

    investigated.

    3.2Airfoil DesignIn designing a unique airfoil for use in this

    atypical environment, several factors needed to

    be examined. Along with various resources of

    study and theory, the program Xfoil developed

    by MIT was used as the main design analysis

    tool. The design concepts observed were:

    delineating an optimum airfoil thickness,

    creating an ideal camber line, and maximizing

    the lift to drag ratio for peak power generation.

    Polars were evaluated for different basis airfoils

    of NACA design, with several graphical

    parameters changed. The effects of the changes

    on the lift to drag ratio and maximum lift were

    examined, and the best combination of these

    constituents was evaluated.

    4. Results and Discussion4.1 Geographic Study

    The GIS results from the NREL data can be

    found in Figure 4a-c below. From these figures,

    it is easy to see that premium wind energy sites

    are located along areas of elevation, near the

    Cumberland Plateau and Smoky Mountains. For

    further elaboration, see the topographical map

    of the area in Appendix A. The regions marked

    here as upper-division classes (found mostly

    along the mountain ridges at the

    Tennessee/North Carolina border) have beenidentified as suitable for wind energy

    development. According to the NREL wind

    energy assessment, the locations found in

    mountainous regions are indicative of such

    areas as exposed hilltops and ridge crests.

    However, as these numbers are based on mean

    wind values, they may not indicate high

    variability in wind resource in accordance with

    local terrain differences. It is probably best to

    use this location evaluation as a guideline, and

    for exact spots to be scouted and assessedbefore development is undertaken.

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    Figure 4a: The GIS data of Tennessee where white

    indicates NREL Wind Power Class 1 and black indicatesWind Power Class 7.

    Figure 4b: Inset of East Tennessee where white indicatesNREL Wind Power Class 1 and black indicates Wind

    Power Class 7.

    In addition to average wind speed as

    categorized by the NREL study, wind roses for

    Knoxville, TN were studied to examine the

    temporal variability of the wind resource in this

    area. Data from the Western Regional Climate

    Center was gathered from the wind roses

    available over a period of time. In addition to

    annual, seasonal patterns, a diurnal distribution

    was also analyzed

    In Figure 5, it is easy to see the pattern

    of wind behavior over the course of a year.

    While average wind speed stays around the

    same, the maximum values taper off in the

    summer months and gain speed in the winter

    months. This is not ideal, as in electricity

    demand is typically higher in the summer, and

    lower in the winter when households generally

    use natural gas or other heating methods to

    heat water and spaces. The mean behavior isimportant to note in regards to expectations of

    power generation and costs, but the variability

    in maximum wind speeds can offer insight into

    available power at peak demand.

    Figure 4c: Inset of Mid-East Tennessee where white

    indicates NREL Wind Power Class 1 and black indicates

    Wind Power Class 7.

    Figure 5: Average and maximum wind speed data for

    Knoxville, TN in 2012.

    It is also interesting to note the change

    in wind behavior over the course of time in the

    long term. The same data available for the year

    1961 can be found in figure 6a, and the change

    during these years is found in 6b. While the

    trends have remained similar, the average

    speeds have dropped about 1 m/s across the

    board. This may not have much effect on the

    feasibility of wind energy at present, but it

    should definitely be monitored to examine

    whether this trend continues. The effects could

    range from eliminating wind energy as a

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    possible energy source to other more serious

    climatological consequences.

    Figure 6a: Average and maximum wind speed data for

    Knoxville, TN in 1961.

    Figure 6b: Change in average wind speed from 1961 to

    2012.

    Regarding the daily pattern, Figure 7

    shows the hourly variation in two months of the

    year 2012. This pattern is more advantageous

    for usage in the electricity grid with the highest

    wind speeds available in the late afternoon and

    evening hours, with the smallest wind speeds

    occurring in the dead hours of the morning.

    Even across seasons, from the two months

    shown (July and December) the patterns

    remained similar, suggesting that they were not

    significantly affected by seasons. The onenoticeable difference was that the range

    throughout the day was lower in summer than

    in winter, which is in accordance with the lower

    mean wind speed in winter months.

    Nevertheless, the diurnal trend present

    regardless of seasonal variation matches the

    electricity demand. Power need is generally

    highest in late afternoon, when children get out

    of school and workers come home from their

    jobs, and lowest during the day, when no one is

    home. These findings can perhaps establish

    some argument to the criticism of sporadic

    availability in wind as a power source.

    Figure 7: Average Daily Wind Speed Variation in July and

    December of 2012.

    4.2 Airfoil Design

    The Xfoil analysis of airfoils designed was

    undertaken using the direct analysis method of

    the program. There is also an inverse analysis

    method, but this study sought to see whatincremental geometrical changes to particular

    airfoils did to their aerodynamic performance.

    The basis airfoil used in these assessments was

    the NACA 6XXXXX series, the airfoil developed

    for use in HAWTs, while various other airfoils

    were used for comparison purposes.

    The first design constraint for analysis

    was the maximum thickness, and its effect on

    lift, and lift to drag ratio. Five foils (see

    Appendix B) based off of the NACA 6XXXXX

    series with differing thickness, ranging from21% to 25%, were analyzed for the aerodynamic

    performances (Figure 8).

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    Figure 8: L/D for six different airfoils ranging in thickness from 0.12 to 0.25

    As is obvious from Figure 8, the

    maximum thickness of the airfoil significantly

    affects the lift to drag ratio. This relationship

    was outlined before, in stating that various

    design components would be beneficial to

    decreasing sensitivity to roughness, but

    detrimental to both maximum lift and lift to

    drag ratio. It is, however, possible to optimize

    the effect, while keeping both positive aspects.It is perhaps hard to tell in these figures, but for

    the smaller thicknesses, the L/D relationships

    are very close, almost overlapping. As the

    thicknesses increase, the changes become more

    drastic, indicating that there is a point where

    the benefit gained in insensitivity to roughness

    through increasing thickness is surpassed by the

    negative effects in the lift to drag ratio. It is

    more apparent, as seen in Figure 9 and 10 that

    the maximum lift and maximum lift to drag ratio

    are adversely affected by the increase inthickness. While L/D remains fairly constant

    until a thickness value of about 0.18, where it

    drops off steeply, the lift behavior is more

    extreme, but consistent with the previous

    findings.

    Figure 9: Maximum lift to drag ratio of the six airfoils of

    varying thickness found in Appendix B.

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    Figure 10: Maximum lift coefficient of the six airfoils of

    varying thickness found in Appendix B.

    In this series of airfoils, this point of contention

    was found to be around 18%, although otherstudies have found the best thickness to be

    about 21%.

    The next design constraint analyzed was

    the behavior of the camber line, or more

    specifically, the high point of the camber line. A

    series of airfoils was developed with increasing

    camber positions, a 610XX, 620XX, 630XX, and

    640XX series were all compared with respect to

    aerodynamic properties at stall. In improving

    sensitivity to surface roughness, the goal is to

    make the laminar to turbulent behavior of the

    airflow as close to the leading edge as possible,

    at angles of attack post-CLmax. In Appendix C, the

    flow behavior across the airfoils at an of 15 is

    shown. At a higher asymmetry across the airfoil,

    it is shown that the transition of laminar to

    turbulent flow is moved closer to the leading

    edge. Therefore, increasing the camber line can

    be said to increase insensitivity to roughness.

    However, this design point is again contrary to

    increasing L/D, so an optimization of both

    components would be necessary. A numerical

    analysis is ideal, but a general value of 10%

    camber has been accepted (NACA 62021).

    Finally a design implementation isnecessary to maximize lift available. An angling

    of the trailing edge of the airfoil (as seen in

    Appendix D) was found to significantly increase

    the lift across angles of attack, when all other

    things were equal, see Figure 9.

    Figure 11: This chart shows the increase in lift as a result of a trailing edge modification on the NACA 62021 series airfoil.

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    From the pressure vector graphs found in

    Appendix C, it can be inferred that the trailing

    edge modification significantly increased the

    magnitude of the vector across the top of the

    airfoil, and mostly decreased CP across the

    bottom, leading to an increase in maximum lift.

    The increase under the new trailing edge did

    not apparently affect the lift generated,

    especially at low angles of attack.

    The resultant airfoil takes into account

    the previous conclusions in its design, seen in

    Figure 12. Based off of the NACA 62018, the

    optimum camber and thickness are called

    inherently in NACA form, but the tail rotation is

    graphically customized.

    Figure 12: Graph of tailored airfoil

    The airfoils polar assessment can be found in

    Figure 13, resulting in a maximum lift coefficient

    at about 1.74, at an angle of attack of around10.2. This is higher than any of the individual

    test cases.

    Figure 13: Aerodynamic Performance

    Figure 14: CPV of tailored airfoil.

    Figure 14 shows a pressure vector display of the

    airfoil at maximum lift ( = 10.2). There is

    clearly an indication of positive lift, the pressure

    vectors along the top of the airfoil, while drag,

    the components along the bottom, has been

    relatively minimized.

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    4.3 Environmental Assessment

    While wind energy developments may be less

    destructive than fossil fuels in terms of

    emissions and other spectrums of

    environmental friendliness, but they are not

    without fault. Factors that influence the

    intrusiveness of wind farms include noise

    pollution, effects on wildlife and habitat, as well

    as impacts on land and seascapes in regards to

    tourism and community value.

    Though studies such as those outlined

    in Table 2 have shown that bird, bat, and other

    avian fatalities are next to negligible and more

    obvious in the short term compared to other

    human and natural factors,12

    it is important to

    keep these impacts in mind and to minimize

    them as much as possible. This can be managedthrough conscious siting practices, including

    thorough habitat and migratory avoidance, and

    operation procedures like ceasing processes in

    bad weather. For Eastern Tennessee on

    exposed, rocky ridges in particular the focus of

    this study, special attention must be paid to

    migratory bat population. During migratory

    season (late summer) bat mortality rate has

    been shown to climb as high as 20 bats per

    turbine per year13

    at the currently active Buffalo

    Mountain Wind Farm. If migratory patternsremain similar, however, energy production

    could be planned around bat population

    movement, as summer nights have been shown

    above to be some of the least wind power

    dense periods throughout the year. Turbine

    type is also a significant aspect of aviary

    mortality. For example, lattice type tower

    structures provide roosting prospects for local

    wildlife, attracting rather than discouraging

    birdlife from interaction with the wind turbines.

    Further, VAWTs have been shown to be safer

    than prop-type turbines in bird mortality rates,

    for their more easily avoidable structural

    pattern.

    Table 2: From Saidur, et al, this table outlines the relative

    danger that wind turbines pose to wildlife as compared

    to other human-related causes.

    The next most common concern with respect to

    wind is noise pollution, possibly resulting in

    decreased property values and creating

    unpleasant environments for residential areas.

    An obvious solution to this problem is to site

    wind farms at a clear distance from areas that

    might be affected. In this studys focus area,

    this can be achieved easily, as most regions ofEast Tennessee and the surrounding

    Appalachian range are sparsely populated.

    While higher infrastructure prices would be one

    negative consequence of this solution, this is

    already normal with most energy generating

    methods. Coal, natural gas, and crude oil are all

    mined and refined at considerable distances

    from their demand locations. A second, and

    perhaps more fitting option to consider, is the

    utilization of VAWTs, like the Darrieus and H-

    Rotor type of turbine. These create less noise,

    14

    and if chosen at a small size, would be less

    environmentally impactful to wildlife. VAWTs

    are not typically implemented because of their

    low density in power generation, but because of

    the smaller wind speed availability in this area

    would perhaps be a good tradeoff in terms of

    environmental impact.

    5. ConclusionIn covering a wind feasibility study in this region

    taking into account geographic and

    meteorological patterns, unique airfoil design,

    and environmental assessment, this study has

    been slightly exhaustive on certain points.

    Nevertheless, certain topics could be furthered.

    The goals elaborated in the airfoil design would

    best be suited to a numerical analysis, with

    weights placed on factors most important to

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    6. Appendix A

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    8. Appendix CNACA 61021

    NACA 62021

    NACA 63021

    NACA 64021

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    9. Appendix DNACA 62021

    NACA 62021B

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    NACA 62021C

    NACA 62021D

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