u(y, t) is a velocity profile. Fluid mechanics typically is concerned with velocity fields,
contrary to rigid body mechanics in which the position of an object is what is important.
The ratio P
x
/ρ describes the driving force, it's a pressure change (gradient) along the x
direction. If P
x
is negative, then the pressure downstream (positive x) is smaller then the
pressure upstream (negative x) and the fluid will flow left to right, ie u(y, t) will generally
be positive.
Now on to create a specific problem: let's say that a constant negative pressure gradient
was applied for a long time, until the velocity profile was steady (steady means "not
changing with time"). Then, the pressure gradient is suddenly removed, and without this
driving force the fluid will slow down and stop.
Initial flow profile.
Let's say that before the pressure was removed, the velocity profile was u(y, t) = sin(π y).
This would make sense: the friction dictates less motion near the plates (see next
paragraph), so we could expect a maximum velocity near the centerline (y = 1/2). This
assumed profile isn't really correct, but will serve a better example for now. It's graphed
at right in the domain of interest.
Before getting into the math, one more thing is needed: boundary conditions. In this case,
the BC is called the no slip condition, which states that the velocity of a fluid at a wall
(boundary) is equal to the velocity of the wall. Since the velocities of the walls (or plates)