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Hydrodynamics and sedimentary responses within the bottom boundary layer; Sabine Bank, western Louisiana
Journal article

Hydrodynamics and sedimentary responses within the bottom boundary layer; Sabine Bank, western Louisiana

Daijiro Kobashi, Felix Jose and Gregory W. Stone
Transactions - Gulf Coast Association of Geological Societies, Vol.55, pp.392-399
55th annual convention of the Gulf Coast Association of Geological Societies, American Association of Petroleum Geologists regional meeting and the 52nd annual meeting of the Gulf Coast Section of the Society of Economic Paleontologists and Mineralogists
2005

Abstract

acoustical methods Applied geophysics Atlantic Ocean boundary layer coastal sedimentation currents electromagnetic methods geophysical methods geophysical surveys Gulf Coastal Plain Gulf of Mexico Louisiana marine geology marine sediments marine transport monitoring North Atlantic ocean currents ocean waves Oceanography Sabine Bank sediment transport sedimentation sediments surveys United States western Louisiana
To determine the wave-current interactions and bottom boundary layer characteristics of eastern Sabine Bank, off the southwestern Louisiana coast, an extensive array of bottom mounted equipment was deployed for a period of 44 days (11 March-23 April, 2004). The instrument array mainly consisted of Acoustic Doppler Velocimeters (ADV's), Electromagnetic current meters (ECM's), Optical Backscatters (OBS's) and pressure sensors deployed at three locations (on the crest along the eastern flank of the bank, offshore and onshore of the bank). The results show that waves were generally from south-east with a mean peak period of 5.2 s. The highest significant wave height obtained was 1.8 m. Velocities parallel to the coast prevailed during fair-weather wave conditions. However, during cold fronts and strong wind regimes, cross-shore velocity components dominated. The significant wave height and the corresponding shear stress and shear velocity, all show higher values associated with the passage of cold fronts and during strong southerly/southeasterly wind regimes, when larger than the threshold for sediment re-suspension velocities were estimated from grain-size data. Hence it is inferred that waves during fair weather are too weak to re-suspend bottom sediments. However, waves during the cold fronts can effectively re-suspend and re-distribute sediments along the bank. It is also suggested that the strong wind regimes which usually occur during this period of the year can strongly affect sediment transport as effectively as the cold fronts do.

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