$\varepsilon = \frac{\text{typ. wave amplit.}}{\text{typ. depth}}$; $\kappa = \frac{\text{typ. depth}}{\text{typ. horiz. scale}}$
$\zeta$ - Elevation of the wave
$h = 1 + \varepsilon \zeta$ - Height of the water
$q = hu$ - Discharge
$\delta$ - Position of the solid
$P$ - Pressure at the surface
Remarks:
Boussinesq-Abbott equations:
$$ \left\{\begin{matrix} \partial_t \zeta + {\rm div}q = 0, \\ (1-\class{fragment highlight-blue}{\kappa^2 \partial_r {\rm div}})\partial_t q + \class{fragment highlight-blue}{\varepsilon {\rm div} \frac{q^2}{h}+ h\partial_r \zeta} = - h \partial_r P, \\ h = 1 + \varepsilon \zeta. \end{matrix}\right. $$
$$ \left\{\begin{matrix} \partial_t \zeta + {\rm div}q = 0, \\ (1-\kappa^2 \partial_r {\rm div})\partial_t q + \varepsilon {\rm div} \frac{q^2}{h}+ h\partial_r \zeta = - h \partial_r P, \\ h = 1 + \varepsilon \zeta, \end{matrix}\right. \quad r \geq 0, \, t > 0.$$
$$ \left\{\begin{matrix} \partial_t \zeta + \partial_r q = -\frac{q}{r}, \\ \partial_t q + \partial_r \mathcal{F}_\kappa[\zeta, q] = -\ddot{\delta} K(r/\kappa), \\ \underline{q} = -R\dot{\delta}, \end{matrix}\right. \quad r > R, \, t > 0 \quad + \quad \left\{\begin{matrix} \kappa^2\ddot{\zeta} + \zeta = \mathcal{F}(\zeta) - G\ddot{\delta} + \varepsilon \mathcal{N}(\zeta, q, \underline{\zeta}, \delta), \\ \tilde{m} \ddot{\delta} + \delta + \varepsilon a(\delta) \dot{\delta}^2 = \kappa^2\ddot{\underline{\zeta}} + \underline{\zeta} + \mathcal{F}(\zeta), \end{matrix}\right. \quad t > 0. $$
Inversion of the dispersive operator $(1-\kappa^2 \partial_r {\rm div})$:
$$ \forall f, \mathfrak{R}_0 f = f \Leftrightarrow \left\{\begin{matrix} (1-\kappa^2 \partial_r {\rm div})\mathfrak{R}_0 f = f \\ \underline{\mathfrak{R}_0 f} = 0 \end{matrix}\right., \quad \mathfrak{R}_1 f = f \Leftrightarrow \left\{\begin{matrix} (1-\kappa^2 {\rm div}\partial_r)\mathfrak{R}_1 f = f \\ \underline{\partial_r\mathfrak{R}_1 f} = 0 \end{matrix}\right. $$
$$ \class{fragment highlight-blue}{(m + \kappa^2 + \frac{R^2}{8})\ddot{\delta} + \delta = \kappa^2 \underline{\ddot{\zeta}} + \underline{\zeta}.} $$
For a general PDE of unknown $u$ with initial condition $u_0$ under the form $$ \partial_t u + Au = \mathcal{F}, $$
the formal solution is given by the Duhamel's formula: $$ \forall t > 0, t < T^*, \, u(t) = e^{tA}u_0 + \underset{\text{Contractant ?}}{\underbrace{\int_0^t e^{(t-s)A}\mathcal{F}(s)ds}}. $$
Goal: for a nonlinear PDE, obtaining a contractant estimate for $\mathcal{F} \class{fragment}{= \mathcal{F}[u]}$
Figure - Simulation