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A divergence-free interpolation scheme for the immersed boundary method

机译:浸入边界法的无散度插值方案

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The immersed boundary approach for the modeling of complex geometries in incompressible flows is examined critically from the perspective of satisfying boundary conditions and mass conservation. It is shown that the system of discretized equations for mass and momentum can be inconsistent, if the velocity is used in defining the force density to satisfy the boundary conditions. As a result, the velocity is generally not divergence free and the pressure at locations in the vicinity of the immersed boundary is not physical. However, the use of the pseudo-velocities in defining the force density, as frequently done when the governing equations are solved using a fractional step or projection method, combined with the use of the specified velocity on the immersed boundary, is shown to result in a consistent set of equations which allows a divergence-free velocity but, depending on the time step, is shown to have the undesirable effects of inaccurately satisfying the boundary conditions and allowing a significant permeability of the immersed boundary. If the time step is reduced sufficiently, the boundary conditions on the immersed boundary can be satisfied. However, this entails an unacceptable increase in computational expense. Two new methods that satisfy the boundary conditions and allow a divergence-free velocity while avoiding the increased computational expense are presented and shown to be second-order accurate in space. The first new method is based on local time step reduction. This method is suitable for problems where the immersed boundary does not move. For these problems, the first new method is shown to be closely related to the second new method. The second new method uses an optimization scheme to minimize the deviation from the interpolation stencil used to represent the immersed boundary while ensuring a divergence-free velocity. This method performs well for all problems, including those where the immersed boundary moves relative to the grid. Additional results include showing that the force density that is added to satisfy the boundary conditions at the immersed boundary is unbounded as the time step is reduced and that the pressure in the vicinity of the immersed boundary is unphysical, being strongly a function of the time step. A method of computing the total force on an immersed boundary which takes into account the specifics of the numerical solver used in the iterative process and correctly computes the total force irrespective of the residual level is also presented.
机译:从满足边界条件和质量守恒的角度,对用于不可压缩流中复杂几何形状建模的沉浸边界方法进行了严格审查。结果表明,如果使用速度来定义力密度以满足边界条件,则质量和动量离散方程组可能会不一致。结果,速度通常不是自由发散的,并且浸入边界附近的位置处的压力不是物理的。但是,在定义力密度时使用伪速度(当使用分数步长法或投影法求解控制方程时经常这样做)与在浸入边界上使用指定速度相结合时,会显示出伪速度一组一致的方程组允许无散度的速度,但取决于时间步长,显示出具有不正确地满足边界条件并允许沉浸边界具有显着渗透性的不良影响。如果充分减小时间步长,则可以满足浸入边界上的边界条件。但是,这导致计算费用的增加是不可接受的。提出了两种新的方法,它们满足边界条件并允许无散度速度,同时又避免了增加的计算开销,并且在空间上是二阶精确的。第一种新方法基于本地时间步长减少。此方法适用于沉浸边界不移动的问题。对于这些问题,第一种新方法显示为与第二种新方法密切相关。第二种新方法使用优化方案,以最小化与用来表示沉浸边界的插值模板的偏差,同时确保无散度的速度。对于所有问题,包括浸入边界相对于网格移动的问题,该方法均能很好地执行。其他结果包括显示,随着时间步长的减小,为满足浸入边界处的边界条件而添加的力密度不受限制,并且浸入边界附近的压力是非物理的,强烈地随时间变化。还提出了一种计算浸入边界上的总力的方法,该方法考虑了迭代过程中使用的数值求解器的细节,并且不管残余水平如何,都可以正确地计算总力。

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