“…The inlets and bay are small relative to the wavelength of the forcing body of water (the M2 tide), and thus it is assumed that the bay water level is spatially uniform, consistent with the observation that there is little evolution of tidal amplitude or phase across the bay (red symbols between A and F in Figures c and d). The surface areas of the bay and relatively steep‐sided inlets do not change significantly (<20%) over a tidal cycle, so the effects of hypsometry [ Speer and Aubrey , ; Stanev , 2003; Terra et al ., ; Herman , ; De Swart and Volp , ] are neglected, and and all inlet dimensions are assumed to be constant in each year. Under these assumptions, the continuity equation is where is the sea level in the bay, is time, is the time‐dependent discharge through the inlet (depth‐ and width‐integrated), is the time‐averaged cross‐sectional area of the inlet of width b I and depth h I , is the depth‐ and width‐averaged velocity, and is the surface area of the bay.…”