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    Oblique Shock Waves

    Text Chapter 9

    The next topic to be uncovered in this class is the problem ofoblique shock waves. The motivation comes again from the quasi-

    one-dimensional nozzle flows that is shown below:

    We considered the physical and theoretical reasons that normal

    shock waves form, summarized partly by the figure below:

    1

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    This idea can be further expanded by considering the following

    figure:

    in which we see the physical pattern that might occur if

    disturbances propagate in subsonic and supersonic flows.

    Relative to figure (b) we note that the lines extending from the

    disturbance outward at angles define two regions of the flow.

    Zone of action The region of the flow affected by

    disturbances.

    Zone of silence The region of the flow not affected by

    disturbances.

    The line separating the two regions defines theMach Wave and is

    found from the equation:

    V

    a

    Vt

    at 1sin === (9.1)

    2

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    or

    1sin 1=

    TheMach Wave is an infinitesimally weak shock wave. An actual

    oblique shock wave is formed from many such waves coalescing

    into finite disturbances, similar to the normal shock wave. The

    figure below relates the two types of waves:

    The figure presents an interesting but somewhat confusing picture

    of oblique shock waves, since the Mach waves behind a shock

    wave have a much larger angle than those before. The Mach wave

    in the figure is drawn for conditions upstream of the shock wave. It

    is also important to note that Mach waves travel relative to the

    current flow conditions and the Mach angle is determined relativeto those conditions not necessarily the horizontal.

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    A more accurate picture of shock and Mach waves is given below:

    It is also important to note the flow direction as it is significant that

    it follows tangent to the surface.

    It is curious in a way that the flow no longer remains horizontal in

    a two-dimensional shock wave, and is indicative of the fact that

    shock waves form for two reasons.

    1. high pressure downstream

    2. flow direction changes

    However, it should be noted that it is more than a simple flow

    direction change that causes a shock wave, rather, it is flow turning

    into itselfas shown in the left figure on the next page:

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    Flow turning away from itselfresults in an expansion wave.

    Properties change across an oblique shock wave in manner similarto normal shock waves, that is:

    M: M1>1 M2?

    p: p1

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    The derivation of the equations is accomplished by again applying

    the governing equations, this time to the control volume shown

    below:

    Noteworthy is that velocity is decomposed into normal and

    tangential components. The figure also introduces the angles:

    - shock wave angle

    - flow deflection angle ( in older texts /NACAreports)

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    Apply the continuity equation

    0 =S

    dSnVr

    (7.1)

    b,c,e & f

    lie on a streamline

    2211

    2211 0000

    uu

    AuAu

    =

    +++++(9.2)

    Momentum equation:

    ( ) =SS

    dSnpVdSnV rr

    (7.7)

    Tangential Direction:

    ( ) ( ) =SS

    dSnpwdSnV tanr

    Gives:

    ( ) ( ) ( )cebfbf AppAppwAuwAu +=+++++ 0000 22221111

    222111 wuwu =

    Use (9.2) 21 ww = (9.4)

    Therefore the tangential velocity component does not change

    across the oblique shock wave.

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    We need next to consider the velocity:

    (9.4)22

    21

    22

    22

    21

    21

    22

    21 uuwuwuVV =++=

    So finally:

    22

    22

    2

    21

    1u

    hu

    h +=+ (9.9)

    Then for a oblique shock wave the equations become:

    2211 uu = (9.2)

    21 ww = (9.4)

    2222

    2111 upup +=+ (9.6)

    ohu

    hu

    h =+=+22

    22

    2

    21

    1 (9.9)

    So that, with the exception of Eq. (9.4), the oblique shock jump

    relations are identical to the normal shock relations, provided that

    we use the normal velocity to define the conditions. That is:

    sin11 MMn = (9.10)

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    Oblique Shock Relations

    So that Equations (8.50), (8.52), (8.57) and (8.59) become:

    +

    =

    2

    1

    2

    11

    2

    2

    2

    1

    1

    2

    n

    n

    nM

    M

    M(9.11)

    ( )

    ( ) 2

    2

    12

    1

    1

    12

    1

    n

    nM

    M

    +

    +

    =

    (9.12)

    ( )( )1

    1

    21 2

    1

    2

    1

    ++=

    nM

    p

    p

    (9.13)

    2

    1

    1

    2

    1

    2

    pp

    TT = (9.14)

    and finally from the geometry we define:

    ( )=

    sin

    22

    nMM (9.15)

    However, this is not quite enough to define everything we need for

    an oblique shock analysis. We still need a way to determine how

    the shock angle relates to the surface flow angle.

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    --M Relation

    Returning back to the oblique shock relation:

    1

    1tanw

    u= (9.16)

    ( )2

    2tanw

    u= (9.17)

    Eq. (9.4)( )

    2

    1

    1

    2

    tan

    tan

    ==

    u

    u(9.18)

    11

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    Eq. (9.12)( ) ( )

    ( )

    22

    1

    221

    sin1

    sin12

    tan

    tan

    M

    M

    +

    +=

    (9.19)

    Or after significant manipulation:

    ( ) 22cos

    1sincot2tan

    21

    221

    ++

    =

    M

    M(9.20)

    --M Relation

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    Observations on --M Equation

    1. max Given M1 there is a maximum deflection angle thatcan occur, i.e., only detached shocks are possible.

    2. Given M1 and

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    Example 1 - A uniform supersonic stream with M1=3.0, p1=1atm, and

    T1=288K encounters a compression corner which deflects the stream by an

    angle =20. Calculate the shock wave angle, andp2, T2, M2, p02 and T02behind the shock wave.

    18

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    Example 2 The flow deflection angle of Example 1 is increased to =30.Calculate the pressure and Mach number behind the wave, and compare

    these results with those of Example 1.

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    Example 3 The free-stream Mach number in Example 1 is increased to 5.

    Calculate the pressure and Mach number behind the wave, and compare

    these results with those of Example 1.

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    Example 4 Consider a Mach 2.8 supersonic flow over a compression

    corner with a deflection angle of 15. If the deflection angle is doubled to30, what is the increase in shock strength (as measured by the pressureratio)? Is it also doubled?

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    Example 5 - Consider a compression corner with a deflection angle of 28.Calculate the shock strengths whenM1=3.0 and whenM1 is doubled to 6. Isthe shock strength also doubled?

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    Example 6 Consider a Mach 4 flow over a compression corner with a

    deflection angle of 32. Calculate the oblique shock wave angle for the weakshock case using (a) the --Mchart, and (b) the --Mequation. Compare

    the results from the two sets of calculations.

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    Example 7 A 10 half-angle wedge is placed in a mystery flow ofunknown Mach number. Using a Schlieren system, the shock wave angle is

    measured as 44. What is the free-stream Mach number?

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    Example 8 Consider a 15 half-angle wedge at zero angle of attack.Calculate the pressure coefficient on the wedge surface in a Mach 3 flow or

    air.

    25

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    Example 9 Consider a 15 half-angle wedge at zero angle of attack in aMach 3 flow of air. Calculate the drag coefficient. Assume that the pressure

    exerted over the base of the wedge, the base pressure, is equal to that of the

    free-stream pressure.