The figure below presents a sketch of the streamline pattern for the case in which the plate spans the channel between the walls, and is shown as reckoned from the rest frame of the plate (i.e.,an observer moving with the plate).
In this frame of reference, the plate is stationary, and the walls are sliding to the right with a velocity V in the positive x direction. To the left of the plate, fluid is dragged (by the walls) to the right (toward the plate) near the top and bottom of the channel, and returns to the left along the middle of the channel. The net flow is zero. To the right of the plate, fluid is dragged (by the walls) to the right (away from the plate) near the top and bottom of the channel, and flows to the left along the middle of the channel. Again, the net flow is zero.
This kind of flow is well known in polymer processing operations involving screw pumps and screw extruders. The plate in our system assumes the role of the screw flight in an extruder. We can employ the same type of approach as we use for extruders to solve for the flow and pressure distribution in our system. The flow is a combination of "pressure flow" and "drag flow," with the net flow being zero. For the case of laminar flow of a viscous fluid, the fluid velocity (at distances greater than about 1 plate height on either side of the plate) is essentially horizontal, and given by:
$$v_x=V\left[\frac{3(\frac{y}{h})^2-1}{2}\right]$$
where y is the distance measured upward from the centerline of the channel and h is half the height of the plate. The pressure gradient along the channel is given by
$$\frac{dp}{dx}=\frac{3V\eta}{h^2}$$
where ##\eta## is the viscosity. This equation applies on both sides of the plate. Across the plate itself, there is a discontinuous drop in pressure from the left side of the plate to the right side ##\Delta p##. To the left of the plate, the pressure is higher than atmospheric, and to the right, the pressure is less than atmospheric. The pressure drop across the plate is given by:
$$\Delta p=\frac{3V\eta}{h^2}L$$
where L is the length of the tunnel.