Consider the two-dimensional beach profile in Figure 7.35, which is initially inequilibrium. The breaking depth is hb.
(a) In Case A, sand of the same size as the original is added at a constant rate at the mean water line over the time interval 0 <><>
(b) In Case B, sand is removed at a constant rate from the mean waterline over the time interval, 0 <><>
Figure 7.35
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