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Hydraulic jumps are commonly seen on the downstream side of dams wherewater flowing rapidly down a steep incline reaches a level where the incline is lesssteep. At this point, the flow slows a little and since more water reaches this pointthan can be carried away the depth of the water increases sharply. The phenomenonis also often observed in water flowing rapidly over rocks in fast-moving riversand streams. Brickman and Loder (1993) proposed that the rapid tidal flow offthe shallow part of Georges Bank creates a hydraulic jump when the flow reachesthe deeper water at the edge of the bank where it slows down. Because the flowoccurs in the interior of the water column, they called it an internal hydraulic jump.
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