The tidal flushing of an estuary or inlet is often used to assist with the dispersal of waste water on a falling tide. During inflow, water is generally drawn radially towards the estuary mouth. The nature of the inflow and outflow depends on the topography of the sea floor, particularly if the floor is shelving into deeper water or if there is an off-shore bar.
The analytic model of Wolanski and Imberger (1987) is examined in detail and a full set of similarity solutions are derived for the inflow regime. These are applicable to a range of bottom profiles which may be used to model a limited set of practical examples or to provide verification for a numerical scheme.
A numerical solution is also developed for more general depth profiles. It uses a five point finite-difference stencil to derive an algebraic system representing the elliptic equation satisfied by the stream function. MATLAB programming is used to implement and display the solution on an 80486 AT machine (IBM PC).
A variety of bottom profiles were investigated to assess the effects of the slope of the sea floor, and of a sand bar along the beach and across the inlet mouth. Implications of the bar on the inflowing movement of water were also investigated, with special reference to the Tweed River mouth and neighbouring coastline.