1.1. Pressure-velocity formulation

The equations, in the vectorial Eulerian formulation for the velocity field u\mathbf{u} and the kinematic pressure pp, take the form

{ut+(u)u+p=νΔu+f,u=0. \begin{cases} \displaystyle \frac{\partial \mathbf{u}}{\partial t} + (\mathbf{u} \cdot \boldsymbol{\nabla})\mathbf{u} + \boldsymbol{\nabla} p = \nu \Delta \mathbf{u} + \mathbf{f}, \\ \boldsymbol{\nabla} \cdot \mathbf{u} = 0. \end{cases}

These are assumed to hold on a two-dimensional spatial domain Ω=(0,L)2\Omega = (0, L)^2, where L>0L>0, and on a time interval t[t0,T]t \in [t_0, T], where we tipically assume t0=0t_0 = 0.

The forcing term f\mathbf{f} is assumed to be time-independent, square-integrable over Ω\Omega, and with zero average over Ω\Omega.

We are further given a zero-average, square-integrable, and divergence-free initial condition u(t0)=u0\mathbf{u}(t_0) = \mathbf{u_0}.

Under these conditions, there is a unique solution u\mathbf{u}, which has zero average over Ω\Omega and its LL-periodic extension is locally in H1H^1, at almost every time tt0t \geq t_0.



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