Modeling of the Unsteady Separated Flow over Bilge Keels of FPSO Hulls under Heave or Roll Motions - PowerPoint PPT Presentation

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Modeling of the Unsteady Separated Flow over Bilge Keels of FPSO Hulls under Heave or Roll Motions

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2. Introduction ... Crank-Nicolson Method for Time Marching ... Since our 2-D Navier-Stokes solver uses non-staggered grid, the scheme has to be ... – PowerPoint PPT presentation

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Title: Modeling of the Unsteady Separated Flow over Bilge Keels of FPSO Hulls under Heave or Roll Motions


1
Modeling of the Unsteady Separated Flow over
Bilge Keels of FPSO Hulls under Heave or Roll
Motions
  • Yi-Hsiang Yu
  • 09/23/04
  • Copies of movies/papers and todays presentations
    may be downloaded from
  • Http//cavity.ce.utexas.edu/kinnas/fpso/

2
Introduction
  • FPSOs are tanker like floating hulls which are
    used for production, storage and offloading of
    oil.
  • FPSO hulls have often been found to be subject to

excessive roll motions, and the installation of
bilge keels has been widely used as an effective
and economic way of mitigating the roll motions
of hulls.
  • The main focus of this research is to model the
    unsteady separated viscous flow over the bilge
    keels of a FPSO hull subject to roll motions and
    to determine its effect on hull forces.

3
Overview of the Presentation
  • Numerical Formulations
  • Governing Equations
  • Numerical Methods
  • Non-linear Term Treatment
  • The Effect of the Moving Grid
  • Results
  • An Oscillating Flow over a Vertical Plate
  • Submerged Body Undergoes Heave or Roll motions
  • FPSO Hull Subjects to Roll Motions
  • Conclusions and Future Work

4
Numerical Formulation
  • Governing Equation
  • Non-Dimensional Governing Equation
    (Navier-Stokes Equation Continuity Equation)
  • where U represents the velocity Q is the force
    term and R indicates the viscous term. The
    definitions of the column matrices for the
    Navier-Stokes equation are given as
  • where the Reynolds number is define as Re
    Umh/? and the length scale, h, is a
    representative length in the problem being
    solved.

5
  • Cell Based Finite Volume Method
  • (Collocated variable, non-staggered grid
    arrangement)
  • According to the integral formulation of the
    Navier-Stokes equation and to the Gauss
    divergence theorem, a semi-discrete integral
    formulation of the momentum equation can be given
    as
  • where Sij is the area of the cell and ds
    represents the length of each cell face. A cell
    center based scheme is applied where i,j is the
    center of the cell (non-staggered grid unknown
    value u, v, p are located at the cell center).
  • when calculating the flux, the value on the cell
    face (at D) is needed. It can be obtained from
    Taylor series expansion.

6
  • Crank-Nicolson Method for Time Marching
  • where f represents the summation of the
    convective terms, the viscous terms and the
    pressure terms at the present time step n and the
    next time step n1.
  • Pressure-correction Method
  • SIMPLE method (Patankar 1980)
  • where p is the pressure correction, Vface is
    the velocity correction term, ?p /?n is the
    pressure correction derivative with respect to
    the normal direction of the cell face, Vface
    (u v) is the predicted velocity vector
    obtained from the momentum equation.

7
  • Appropriate Pressure-Correction Equation
  • Since our 2-D Navier-Stokes solver uses
    non-staggered grid, the scheme has to be modified
    somewhat to avoid the checkerboard oscillation
    problem.
  • where aij is the coefficient of the unknown
    velocity in the momentum equation "av" indicates
    the average value obtained from the cell center
    value and "d" represents the value calculated
    directly at the face center.
  • Non-linear Terms Treatment
  • The momentum equation can be rearranged as
  • where u is the unknown velocity at T n 1
    the coefficient a is also a function of the
    velocity at T n1 which can be obtained from
    the previous iteration and dij is the
    coefficient of pressure in the momentum equation.

8
  • Moving Grid
  • When the grid is moving,
  • additional terms need to
  • be taken into account.
  • where (ugrid, vgrid) is the velocity of the
    moving grid and
  • represents the total change in
    the value of u with both increment in time and
    the corresponding change in the location of the
    point. When the above equation is substituted
    into the momentum equation

9
Problem Description
  • The main focus of this research is to model the
    unsteady separated viscous flow over the bilge
    keels of a FPSO hull subject to roll motions and
    to determine its effect on hull forces.
  • It can be simplified as three different problems
  • Oscillating flow over a vertical plate.
  • Free surface effect (linear and non-linear).
  • Submerged body with
  • or without the bilge keels.
  • Consider the effect of the
  • bilge keels and the effect of
  • the free surface

10
Results
  • Oscillating Flow Past a 2-D
  • Vertical Plate

11
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12
  • Drag Inertia Coefficient for a Range of
  • KcUmT/h (0.5 lt Kc lt 5)

13
  • Submerged Body Motions

14
  • Potential Flow Results of the Hull Undergoing the
    Heave Motion at t/T0.25

15
  • Potential Flow Results of the Hull Subject to the
    Roll Motion

The pressure distribution along the submerged
hull without bilge keels
16
  • Viscous Flow Results of the Submerged Hull with
    Bilge Keels Subject to the Roll Motion

17
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18
  • Results of the Unsteady Separated Viscous Flow
    over the Bilge Keels of a FPSO Hull Subject to
    Roll Motions

19
  • Previous Results
  • More details can be found in Kacham 2004, and
    Kakar 2002

20
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21
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22
Conclusion
  • A numerical scheme for solving the Navier-Stokes
    equation has been developed.
  • It is well validated with experimental results in
    the case of an oscillating flow past a vertical
    plate.
  • The method is also applied to the case of
    submerged bodies which are subject to forced
    heave or roll motions. The numerical results have
    shown good agreement with the potential solver
    (boundary element method).
  • Then, the method is applied to the case of a FPSO
    hull undergoing roll motions. The effects of the
    bilge keels and of the free surface are also
    taken into account. The numerical results is
    improved after including the terms for a moving
    grid in a fixed inertial coordinate system.

23
Future Work
  • More convergence studies in time and space are
    necessary.
  • The capability of the solver to handle the
    non-orthogonal grid geometry still needs to be
    improved (Some small oscillating behaviors exist
    around the bilge keels area).
  • More investigations on the nonlinear free surface
    effect are needed.
  • Extend the model in 3-D and compare with
    experiments and other numerical results.
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