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Flux Shape in Various Reactor Geometries in One Energy Group

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Parallelepiped. Finite cylinder. Sphere. Note: in the cases of the parallelepiped ... Parallelepiped Reactor. Directional bucklings: Total buckling: Flux shape: ... – PowerPoint PPT presentation

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Title: Flux Shape in Various Reactor Geometries in One Energy Group


1
Flux Shape in Various Reactor Geometries in One
Energy Group
  • B. Rouben
  • McMaster University
  • EP 6D03
  • Nuclear Reactor Analysis
  • 2009 Jan-Apr

2
Contents
  • We derive the 1-group flux shape in the critical
    homogeneous infinite-slab reactor and
    infinite-cylinder reactor Exercises for other
    geometries.
  • Reference Duderstadt Hamilton Section 5 III

3
Diffusion Equation
  • We derived the time-independent neutron-balance
    equation in 1 energy group for a finite,
    homogeneous reactor
  • We showed that we could introduce the concept of
    geometrical buckling B2 (the negative of the flux
    curvature), and rewrite the equation as
  • where B2 has to satisfy the criticality condition

4
Solving the Flux-Shape Equation
  • Eq. (2) is the equation to be solved for the flux
    shape.
  • We will study solutions of this shape equation
    for various geometries, and will start with the
    case of an infinite cylindrical reactor.
  • The thing to remember is that the solution must
    satisfy the diffusion boundary condition, i.e.
    flux 0 at the extrapolated outer surface of the
    reactor.
  • While Eq. (2) can in general have a large
    multitude of solutions, we will see that the
    addition of the boundary condition makes Eq. (2)
    an eigenvalue problem, i.e., a situation where
    only distinct, separated solutions exist.

5
Solving the Flux-Shape Equation
  • We will now apply the eigenvalue equation to the
    infinite-slab geometry and the infinite-cylinder
    geometry, and solve for the geometrical buckling
    and the flux shape.
  • As concluded before, we will always find that the
    curvature of the 1-group flux in a homogeneous
    reactor is always negative.

6
Interactive Discussion/Exercise
  • Given that the curvature of the 1-group flux in a
    homogeneous reactor is negative, where do you
    think the maximum flux would have to be in a
    regular-shaped reactor?
  • Explain.

7
Maximum Flux
  • In a 1-group homogeneous reactor of regular
    shape, the maximum flux must necessarily be at
    the centre of the reactor.
  • We can explain that by reductio ad absurdum.
    Suppose the flux is a maximum not at the centre
    of the reactor if we draw a straight line from
    the maximum point to the centre of the reactor,
    then by symmetry, there would have to be another
    maximum on the same line on the other side of
    the centre. Therefore the centre of the reactor
    would be at a local minimum along that straight
    line, which would imply that the flux does not
    have negative curvature along that straight line!

8
Infinite-Slab Case
  • Let us study the simple case of a slab reactor of
    width a in the x direction, and infinite in the y
    and z directions.
  • Eq. (2) then reduces to its 1-dimensional
    version, in the x direction

  • (4)
  • We can without loss of generality place the slab
    symmetrically about x 0, in the interval -a/2,
    a/2.

  • contd

9
Infinite-Slab Reactor Geometry
x -a/2
x a/2
x aex/2
x 0
10
Infinite Slab (contd)
  • We also know that
  • The flux must be symmetric about x 0, and
  • The flux must be 0 at the extrapolated
    boundaries, which we can call ? aex/2
  • Eq. (4) has the well-known solutions sin(Bx) and
    cos(Bx).
  • Therefore the most general solution to Eq. (4)
    may be written as

  • (5)


  • contd

11
Infinite Slab (contd)
  • However, symmetry about x 0 rules out the
    sin(Bx) component.
  • Thus the reactor flux must be

  • (6)
  • We can determine B from the boundary condition at
    aex
  • (7)
  • Now remember that the cos function has zeroes
    only at odd multiples of ?/2. Therefore B must
    satisfy
  • (8)


  • contd

12
Infinite Slab (contd)
  • It looks as if there is an infinite number of
    values of B.
  • While that is true mathematically, the only
    physically possible value for the flux in the
    critical reactor is the one with the lowest value
    of B, i.e. for n 1

  • (9)
  • We can conclude that Eq. (9) is the only
    physical solution from the fact that the
    solutions with n 3, 5, 7, all feature regions
    of negative ? in the reactor, and that is not
    physical.
  • Also to be noted from Eq. (9) is that the
    buckling increases as the dimensions of the
    reactor (here aex) decrease as had also been
    concluded earlier the curvature needs to be
    greater to force the flux to 0 at a closer
    boundary!




  • contd

13
Infinite-Slab Case (contd)
  • The 1-group flux in the infinite-slab reactor can
    then be written

  • The absolute value of the flux, which is related
    to the constant A1, is undetermined at this
    point.
  • This is because Eq. (3) is homogeneous
    therefore any multiple of a solution is itself a
    solution. The physical significance of this is
    that the reactor can function at any power level.
  • Therefore, to determine A1, we must tie the flux
    down to some quantitative given data e.g., the
    desired total reactor power.
    contd

14
Infinite-Slab Case (contd)
  • Because the slab is infinite, so is the total
    power. But we can use the power generated per
    unit area of the slab as normalization. Let this
    be P W/cm2.
  • If we call Ef the recoverable energy per fission
    in joules (and we know that this is 200 MeV
    3.210-11 J), then we can write

  • And doing the integration will allow us to find
    A1

  • i.e.,
  • So that finally we can write the absolute flux as


15
Additional Notes
  • In solving this problem, we found that the
    reactor equation had very specific solutions,
    with only specific, distinct values possible for
    B.
  • Actually, there is a general point to be made
    here Equations such as Eq. (3), holding over a
    certain space and with a boundary condition,
    i.e., the diffusion equation for the reactor,
    fall in the category of eigenvalue problems,
    which have distinct solutions eigenfunctions -
    here the flux distribution ? -, with
    corresponding distinct eigenvalues (here the
    buckling B2).
  • Although in this problem we found only 1
    physically possible eigenfunction for the
    steady-state reactor (the fundamental
    solution), the other eigenfunctions are perfectly
    good mathematical solutions, which do have
    meaning.
  • While these higher eigenfunctions (which have
    larger values of B) cannot singly represent the
    true flux in the reactor, they can exist as
    incremental time-dependent perturbations to the
    fundamental flux, perturbations which will die
    away in time as the flux settles into its
    fundamental solution.

16
Case of Infinite-Cylinder Reactor
  • Infinite height Radius
    R

r
17
Infinite-Cylinder Reactor
  • For a homogeneous bare infinite cylinder, the
    flux is a function of the radial dimension r
    only. All axial and azimuthal positions are
    equivalent, by symmetry.
  • We write the eigenvalue equation
    in cylindrical co-ordinates, but in the
    variable r only, in which the divergence is

  • The 1-group diffusion equation then becomes

  • By evaluating the derivative explicitly, we can
    rewrite Eq. (16) as


  • contd

18
Infinite-Cylinder Reactor (contd)
  • We may be completely stumped by Eq. (17), but
    luckily our mathematician friend recognized it as
    a special case of an equation well known to
    mathematicians, Bessels equation (m is a
    constant)


  • Eq. (17) corresponds to m 0, for which this
    equation has 2 solutions, the ordinary Bessel
    functions of the 1st and 2nd kind, J0(Br) and
    Y0(Br) respectively.
  • These functions are well known to mathematicians
    (see sketch on next slide)!
  • It sure helps having mathematicians as friends,
    isnt it, even if Nobel didnt like them!
    contd

19
Infinite-Cylinder Reactor (contd)
  • I sketch the functions J0(x) and Y0(x) below

Although, mathematically speaking, the general
solution of Eq. (17) is a combination of J0(x)
and Y0(x), Y0(x) tends to -? as x tends to 0 and
is therefore not physically acceptable for a
flux. contd
20
Infinite-Cylinder Reactor (contd)
  • The only acceptable solution for the flux in a
    bare, homogeneous infinite cylinder is then

  • The flux must go to 0 at the extrapolated radial
    boundary .
  • Therefore we must have
  • The figure in the previous slide shows that J0(x)
    has several zeroes, labelled the 1st is at x1
    2.405, the 2nd at x2 ? 5.6
  • But because, physically, the flux cannot have
    regions of negative values, B for the infinite
    cylinder can be given only by
  • Therefore the buckling for the infinite cylinder
    is



21
Infinite-Cylinder Reactor (contd)
  • The 1-group flux shape in the infinite
    homogeneous cylindrical reactor is then

  • As before, the absolute magnitude of the flux
    (i.e., the constant A) can be determined only
    from some quantitative information about the
    flux, for example the power per unit axial
    dimension of the cylinder.
  • If we denote that power density P, and the energy
    released in fission, we can write


22
Infinite-Cylinder Reactor (contd)
  • The integral on the Bessel function may look
    forbidding, but it can be evaluated from known
    relationships between various Bessel functions.
  • Ill just give the final result here without
    derivation.
  • If we ignore the extrapolation distance,
  • which gives for the 1-group flux the final
    equation


23
Exercise/Assignment Apply to Other Shapes
  • Exercise Apply the eigenvalue Eq. (3) to the
    following geometries to find the geometrical
    buckling and the flux shape
  • Parallelepiped
  • Finite cylinder
  • Sphere
  • Note in the cases of the parallelepiped and of
    the finite cylinder, invoke separability, i.e.,
    write the solution as a product of functions in
    the appropriate dimensions, each with its own
    directional bucklings, which add to the total
    buckling.

24
Parallelepiped Reactor
y
b/2 -b/2
z
c/2
-c/2
x
-a/2 a/2
25
Parallelepiped Reactor
  • Directional bucklings
  • Total buckling
  • Flux shape
  • If total power P, and neglecting extrapolation
    distance

26
Finite-Cylinder Reactor
  • Finite height
    Radius R

H/2 -H/2
r
27
Finite-Cylinder Reactor
  • Directional and total bucklings
  • Flux shape

28
Spherical Reactor
  • Sphere of radius R
  • Buckling
  • where, for the same reasons as in the other
    geometries, B must take the lowest value allowed,
    to guarantee that there will not be regions of
    negative flux in the reactor.
  • Flux shape



29
Flux Amplitude for a Spherical Reactor
  • We can integrate Eq. (40) to evaluate the flux
    amplitude A for a given total reactor power P.
    If ER is the energy released per fission, and
    neglecting the extrapolation distance

2009 January
29
30
Summary
  • We can obtain the solution for the 1-group flux
    shape in bare homogeneous reactors of various
    geometries.
  • In each case we determine directional bucklings
    (if applicable) and the total buckling, in terms
    of the dimensions of the reactor.
  • The buckling(s) must take the lowest mathematical
    values allowed, to ensure that the flux solution
    is physical everywhere in the reactor.

31
  • END
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