Application of Panel Methods

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    Session 02

    Application of Panel Methods

    Session delivered by:Session delivered by:

    . . .. . .

    102 M.S. Ramaiah School of Advanced Studies, Bengaluru

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    Session Objectives

    -- At the end of this session the dele ate would have

    understood

    How to test a anel code for accurac

    How to validate and interpret results from a panel code

    How to interpret airfoil results

    The meaning of a higher order panel method

    How to extend the method to 3-D cases

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    ess on op cs

    1. Revision of the Panel Methods2. Verification of the quality of Panel

    e o esu s

    3. Validation of the Panel Method Results

    4. Airfoil Characteristics- Lift PitchinMoment, Drag

    5. Special Airfoils, Inverse Design

    . -

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    INTRODUCTION

    n ncompress e ow, e e ec s o v scos y can e

    neglected, satisfies the Laplace equation. The continuity equation and conditions of irrotationality lead

    to the Laplace equation.

    The Laplace equation is a linear PDE and hence a large body

    found accurately and efficiently. We are solving only one PDE.

    Flows with Mach numberM< 0.3 can be approximated as

    ncompress e ows. ence, e v scous e ec s arenegligible, a lowMflow can be approximated by the Laplace

    equation and solved conveniently.

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    A summary of the Panel method is given below by listing the steps

    a en n e r o xamp e.

    1. The geometry is to be represented by N panels. It is a closed

    surface.

    2. Boundary condition

    representing a closed surface at infinity

    3. Geometrical quantities are calculated. They include: areas,

    slopes i , unit vectors normal and tangential to the panels

    n i, i , no a or co oca on po n s a ong w e rcoordinates.

    4. On each of theNpanels assume uniform source strength q i and

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    the vortex strength , assumed to be same on each panel.

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    5. Now at any point in the field can be expressed in terms of (N

    va ues o s ngu ar es an n n y va ue

    :

    s s v v

    relate velocities to singularities. These influence coefficients are

    geometric relations and can be evaluated.

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    7. The velocities are related to the singularities by the relations:

    8. Apply the tangency boundary condition for velocities on theN

    pane s. ese are res equa ons or s ngu ar es q i an :

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    9. Apply the Kutta condition at the trailing edge to get one more

    equa on. s equa on s

    10. Thus we have generated (N+1) equations to close the system.

    This linear system of equations can be solved for (qi

    and ).

    can be evaluated at each panel (Bernoullis theorem) and then

    lift, drag & moment coefficients can be calculated.

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    Variation of pressure coefficient on the top and bottom surfaces is

    s own or a r o a ong w e exac resu s o a ne

    by conformal mapping.

    = 6 1. Notice max & min values.

    2. How to get CL, CD, CM?.

    4. What do you mean by

    exact results here?

    . omment on agreement.6. The method can be

    extended to 3-D.

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    Sensitivity of the Results to the Number of Panels (1)

    1. The discussion here is the same as grid independence study in

    CFD.

    2. T e resu ts we get s ou not epen on t e num er o pane s.

    3. The number of panels is not a part of the original flow problem. It

    is a numerical artefact we have introduced to solve the roblem.

    Hence if the results depend on the number of panels, they are not

    the solution of the original problem, i.e., they are not the results.. ,

    better.

    5. Also, an increase inN, results in better representation of the

    s ngu ar ty str ut ons. emem er q i s un orm on a pane .6. The integral representations we use are exact. But they are

    restricted to irrotational flows onl .

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    Sensitivity of the Results to the Number of Panels (2)

    1. We increase the number of panelsN, and observe if the results

    change. If they change we have not reached the desired stage.

    2. Q: I t ey o not c ange w t respect to an ncrease n , w at

    can we conclude?

    3. When we increase , it is uite im ortant to have a strate . Also,

    keep in mind that coarseness ofNmeans part of the flow geometry

    is not represented properly. The strategy should be such that asN .

    4. The effect of an increase inN, should be concluded only if this

    increase is sufficiently large. (Not changingNfrom 200 to 210

    an t en conc u e t at t e resu ts are nsens t ve to t s c ange5. What is the level of sensitivity of the results to a change inNthat

    is acce table? It de ends on what uantities we are ins ectin and

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    the purpose of our study and also the resources available.

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    Sensitivity of the Results to the Number of Panels (3)

    1. Sensitivity of the drag coefficient to the number of panelsN .

    2. What should be the asymptotic value asN becomes large?

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    Sensitivity of the Results to the Number of Panels (4)

    1. Sensitivity of the lift coefficient to the number of panelsN .

    2. Keep in mind the expanded scale used.

    3. Comment on t e non-monoton c e av our o t e t coe c ent

    to the number of panelsN .

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    Sensitivity of the Results to the Number of Panels (5)

    Based on the sensitivity of the results toN as seen in the previous

    two figures consider:

    1. Comment on the choice of N = 20. See that the lift values are

    the same for N = 20 & 100 !

    2. Is the value N = 80 or 100 a satisfactory choice?

    3. Suppose we decidedN = 100 to be a satisfactory choice (last,

    choice for = 2 ? Is it likely to be a satisfactory choice for = 12 ?

    4. If we increase the number of panels sufficiently, can we resolvethe boundary layer and make the results more realistic?

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    .

    viscous flow?

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    Sensitivity of the Results to the Number of Panels (6)

    1. The same results are plotted now as a function of ( 1/n ) which is

    proportional to (or a measure of average) panel size.

    2. Sens t v ty o t e rag coe c ent to ( 1 n ).

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    Sensitivity of the Results to the Number of Panels (7)

    1. The same results are plotted now as a function of ( 1/n ) which is

    proportional to (or a measure of average) panel size.

    2. Sens t v ty o t e t coe c ent to ( 1 n ).

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    Sensitivity of the Results to the Number of Panels (8)

    1. The same results are plotted now as a function of ( 1/n ) which is

    proportional to (or a measure of average) panel size.

    2. Sens t v ty o t e moment coe c ent to ( 1 n ).

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    Sensitivity of the Results to the Number of Panels (9)

    Based on the sensitivity of the results to ( 1 / n ) as seen in the

    previous three figures consider:

    1. As the number of panels becomes very large ( 1 / n ) 0 and

    we should et exact results.

    2. If we plot these graphs on log scale it may be possible to

    evaluate the accuracy of the numerical scheme.. D

    4. Is it possible to extrapolate CL curve to ( 1 / n ) 0 ?

    5. Is it possible to extrapolate Cm curve to ( 1 / n ) 0 ?

    . e cons er ng t e top t ree quest ons, ta e a oo at t eprevious two figures also.

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    Sensitivity of the Results to the Number of Panels (10)

    The quantities we used ( CD , CL & Cm ) for comparison are integral

    values. We will compare now CP distribution. This is a more

    eta e an sens t ve test. Argue w y we nee more pane s near

    the leading edge.

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    Sensitivity of the Results to the Number of Panels (11)

    1. In the previous figure we see that with 20 panels we do not

    recoverCP = 1 at the leading edge. But results of 60 & 100

    pane s are n st ngu s a egrap ica y.

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    Validation of the Results (1)

    1. Step 1: In the previous comparisons we have assumed that the

    inviscid model is valid and verifiedthe computational procedure

    to ma e sure t at our approx mate so ut on s n ee c ose to t e

    exact solution of the assumed model.

    2. Ste 2: Once we are convinced of this, it is ossible to check

    (validate) how close is the assumed theoretical model to physical

    reality.

    . .

    4. In the validation step 2 here we usually make comparison for a

    wider range of parameters of practical relevance.

    . t s o ten cu t to ver y our computat ona proce ure orevery possible range of parameters. We, of course, select the

    ran e of arameters of ractical interest and then make

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    verification tests to more stringent cases.

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    Validation of the Results (2)

    made here withthe experimental

    data.

    See next slide

    for comments.

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    Validation of the Results (3)

    NACA 0012 and NANA 4412. The fist airfoil is symmetrical

    and both of them have 12 % thickness.

    . e pane met o g ves t e correct s ope o , pre cte y

    the thin airfoil theory (Verify).3. For NACA 0012 the curve passes through the origin but for

    NACA 4412 the zero lift angle is about Z L = - 4 .

    4. Disagreement with the experimental data is gradual as ncreases, ut t s g er or t e a r o .

    5. Q: Is it possible to argue that by shifting one set of curves that

    the disagreement is roughly the same in both the sets? Keep

    thin airfoil theory in mind.6. For the cambered airfoil the flow separates first at the trailing

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    .

    separates first at the leading edge and stall is abrupt.

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    Predicting the Pitching Moment (1)

    1. Pitching moment plotted is about the quarter chord point.

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    Predicting the Pitching Moment (2)

    1. For the NACA 0012 airfoil experimental data indicate that the

    quarter chord point is the aerodynamic centre (recall the

    .

    indicating that the quarter chord point is not the aerodynamiccentre.

    2. Once the flow separates disagreement is large.

    3. For the cambered NACA 4412 airfoil experimental data indicate

    - .

    4. Recall that for this airfoil flow separates at the trailing edge and

    disagreement is gradual as is increased. Pitching moment is

    large and there is a qualitative difference between the two setsof results.

    5. Com arison made here is ver exactin and also of ractical

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    importance for stability. But failure is not of computations.

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    Discussion of the Airfoil Results by Panel Methods (1)

    1. The panel methods solve for an irrotational flow. Hence the results

    may be OK for thin airfoils at low Mach number (M< 0.3) and small

    .

    2. Results may be acceptable for pressure distribution and lift but notfor drag. See the next figure.

    3. The 2-D drag value predicted by the panel methods should be strictly

    zero but there may be a small value indicating numerical error.

    4. The skin friction dra of an airfoil cannot be redicted b the anel

    methods. Because of viscous effects the rear stagnation pressure will

    not be fully recovered and will contribute for a small value of

    . .

    be predicted by an inviscid model.

    5. Since the panel methods are accurate and fast, they can be used to

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    study the effect of geometry keeping in mind viscous effects.

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    Discussion of the Airfoil Results by Panel Methods (2)

    1. Key areas of interest in airfoil pressure distribution.

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    Airfoil Characteristics (1)

    Effect of Angle of Attack :NACA 0012 Airfoil

    CP minimum

    value decreases

    with increase in

    A larger

    deceleration with

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    Airfoil Characteristics (2)

    ec o r o c ness:

    = 0 NACA 0012 Airfoil

    CP minimum

    value decreases

    with increase in

    thickness

    A larger

    increase in

    thickness

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    Airfoil Characteristics (3)

    ec o r o c ness:

    = 4 NACA 0012 Airfoil

    The thinnest airfoil

    shows a large expansion /

    recom ression due to the

    stagnation point being

    below the L.E.

    The thicker airfoil

    results in milder expansion

    and subsequentrecompression.

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    Airfoil Characteristics (4)

    Effect of on Cambered Airfoil CP:

    = 0 & 4 NACA 4412 Airfoil

    Due to camber lift is

    generated without a large

    . .

    subsequent recompression.

    T s re uces t e

    possibility of L.E.

    se aration. See next

    figure for comparison.

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    Airfoil Characteristics (5)

    am er ec s on r o P:

    CL = 0.48 for both the airfoils Due to camber lift is

    generated without a

    lar e L.E. ex ansion and

    subsequent

    recompression.

    Next two figures

    indicate it for CL = 0.96

    & for CL = 1.43.

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    Airfoil Characteristics (6)

    am er ec s on r o P:

    CL = 0.96 for both the airfoils

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    Airfoil Characteristics (7)

    am er ec s on r o P:

    CL = 1.43 for both the airfoils

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    ACD2506

    Even though the panel methods do not give drag values, it is

    nstruct ve to oo at t e rag va ues or t ese two a r o s anappreciate the effectiveness of the camber.

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    ACD2506

    Airfoil Characteristics (8-A)

    ec s o am er on r o P:NACA 6712 Airfoil

    E ect o extreme a t cam er was use y R c ar W tcom n

    the development of the NASA supercritical airfoils. It o ens u the ressure distribution near the leadin ed e. See

    next figure.

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    ACD2506

    Airfoil Characteristics (8-B)

    ec s o am er on r o P:NACA 6712 Airfoil Aft camber opens

    up the pressure

    distribution near the

    leading edge.

    But it has led to a

    large zero lift pitching

    .

    It has also led to

    delayed and thenrapid pressure

    recover and ossible

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    early B.L. separation.

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    ACD2506

    Airfoil Characteristics (9-A)

    ec s o am er on r o P:GA(W)-1 also known as NASA LS(1)-0417 Airfoil

    T e a r o s s own ear er were eve ope n t e 1930s an t e

    geometry was given by simple formulas. Modern airfoils developedin the 1970s are defined b tables of coordinates.

    The figure below shows 17 % thick GA(W)-1 airfoil (General

    Aviation) .

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    Airfoil Characteristics (9-B)

    ec s o am er on r o P:GA(W)-1 Airfoil, 17 % thick It has better

    maximum lift and

    stall characteristics.

    The ressure

    recovery rate is

    constant and hence

    .

    If the camber is too

    steep, flow mayseparate first at the

    bottom surface .

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    ACD2506

    Laminar Rooftop Airfoil by Liebeck for High Lift

    Note the high lift curve in the next figure.

    Design and tests from R.H. Liebeck,Re . MDC-J5667/01, Au ust 1972

    From: R.T. Jones, Wing Theory.

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    for High Lift

    Note the pressure recovery in the

    .

    Design and tests from R.H.e ec ,

    Rep. MDC-J5667/01, August

    1972

    From: R.T. Jones, Wing Theory.

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    ACD2506Drag value for Liebecks High Lift Airfoil

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    ACD2506Drag value for Liebeck s High Lift Airfoil

    Note the low drag value even at very high lift!

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    Inverse Problem of Airfoil Design

    1. The pressure distribution is specified. Of course, it has to be

    something possible.

    .

    distribution.3. This is the inverse problem different from the analysis problem

    where we obtain the pressure distribution corresponding to a

    known geometry.

    4. If we succeed in the inverse desi n it is ossible to enerate anideal airfoil section to meet an specific needs, provided it meets

    other requirements, for example from the structural viewpoint.

    .

    does not exist. Hence the restriction in item 1 above.

    6. Panel method being accurate and fast comes in a handy, specially

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    in 2-D problems. But we have to suitably modify them.

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    A E l f I Ai f il D i

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    An Example of Inverse Airfoil Design

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    EXMP: Wing-body-tail configuration with wakes

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    EXMP: Details of the wake model required.

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    EXMP: The space shuttle mounted on a Boeing 747.

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    It is tempting to apply the panel methods to 3-D flows.

    A 3-D lifting body has induced drag even in a steady, irrotational

    flow. Panel methods can be used to calculate the induced drag. But.

    Application of the Kutta condition needs a careful consideration.

    It applies to distinct edges. It can lead to difficulties.

    ow o mo e e wa es a so nee s care u cons era on.

    Since the 3-D bodies considered are usually complex, the wake

    from one part may interfere with some other parts and hence the flow

    may not be strictly irrotational. Usually quadrilateral panels are used to define a surface. It

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    .

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    Hi her Order Panel Methods

    Panel methods are approximate methods.

    ,

    we approximate the geometry, (2) how well we approximate theequations and (3) the round-off errors in the arithmetic. The last part

    can be controlled and we will not bother about it here.

    We need a larger number of panels for an accurate representation

    of the eometr . Often non- lanar anels are used. In higher order panel methods singularity distributions are not

    constant on the panel. This improves the formal accuracy of the

    .

    A smaller number of panels can be used in higher order methods.

    However, in practice the need to resolve geometric details dictates

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    the number of panels and we cannot reduce the number of panels.

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    Summary

    The following topics were dealt in this session

    1. Revision of the Panel Methods

    2. Verification of the quality of Panel Method Results

    .

    4. Airfoil Characteristics- Lift, Pitching Moment, Drag

    5. Special Airfoils, Inverse Design

    6. Higher order and 3-D Panel Methods

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