1979
DOI: 10.1016/0025-3227(79)90007-0
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Circulation patterns from seabed-drifter studies, Western Port and inner Bass Strait, Australia

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Cited by 9 publications
(5 citation statements)
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“…Their alongshore extension appears to be related to fairweather wave conditions forming ridges roughly parallel to the coast (Stapor, 1975; Tamura, 2012), whereas elevation variation between consecutive ridges seems to be a function of the availability of sediment (Shepherd, 1987). At SSP, bottom velocities of 2.9 cm s −1 have been measured with seabed drifters across the Middle Bank towards the shores of the barrier (Marsden, 1979) and a moored bottom‐current tripod located about 5 km to the southeast of Point Leo (Sternberg, 1979). These flood‐dominated tidally induced flow velocities exceed the threshold values required to cause sediment movement of fine and medium sands on the seabed (Harris et al, 1979), and transport grains to the shore.…”
Section: Discussionmentioning
confidence: 99%
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“…Their alongshore extension appears to be related to fairweather wave conditions forming ridges roughly parallel to the coast (Stapor, 1975; Tamura, 2012), whereas elevation variation between consecutive ridges seems to be a function of the availability of sediment (Shepherd, 1987). At SSP, bottom velocities of 2.9 cm s −1 have been measured with seabed drifters across the Middle Bank towards the shores of the barrier (Marsden, 1979) and a moored bottom‐current tripod located about 5 km to the southeast of Point Leo (Sternberg, 1979). These flood‐dominated tidally induced flow velocities exceed the threshold values required to cause sediment movement of fine and medium sands on the seabed (Harris et al, 1979), and transport grains to the shore.…”
Section: Discussionmentioning
confidence: 99%
“…Progradation of SSP barrier seems to have been sustained by intense sediment movement of the Middle Bank, the biggest individual sand body in WP (Harris et al, 1979), instead of the typical convex shoreface sand body that provides conditions for the cross‐shore supply of sediments (Anthony & Aagaard, 2020; Kinsela et al, 2016). Apart from the tide‐generated clockwise circulation that occurs there (Marsden, 1979), an eastwards net flood sand transport of 1–10 kg cm −1 year −1 was estimated to have supplied sand to the Cowes Bank (Figure 1), which prograded 1.5 km during the Holocene producing extensive sediment deposit in that region (Harris et al, 1979). A much more limited amount of sand also needs to be transported to maintain the North Arm (Harris et al, 1979).…”
Section: Discussionmentioning
confidence: 99%
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