Taphonomic Redistribution of Mollusk Shells in a Tidal Inlet Channel, Sapelo Island, Georgia

Palaios ◽  
1986 ◽  
Vol 1 (1) ◽  
pp. 3 ◽  
Author(s):  
Stephen W. Henderson ◽  
Robert W. Frey
1978 ◽  
Vol 1 (16) ◽  
pp. 76
Author(s):  
William N. Seelig ◽  
Robert M. Sorensen

A spatially integrated one-dimensional numerical model of inlet bay hydraulics has been combined with a simple sediment transport model to investigate selected tidal inlet-bay system characteristics. A parametric study has been performed using the models to determine the effect of various factors on the net direction and order of magnitude of inlet channel flow and sediment transport. Factors considered include astronomical tide type, storm surge height and duration, variation in bay surface area, time-dependent channel friction factor, and the addition of a second inlet connecting the bay and sea.


2005 ◽  
Vol 110 (F4) ◽  
pp. n/a-n/a ◽  
Author(s):  
Verner B. Ernstsen ◽  
Riko Noormets ◽  
Christian Winter ◽  
Dierk Hebbeln ◽  
Alex Bartholomä ◽  
...  

2000 ◽  
Vol 1 (2) ◽  
pp. 22
Author(s):  
W. Armstrong Price

The inherited courses of some hay-port ship channels take them through tidal inlets along courses running across dominant directions of strong current movement and scour, or on courses that upset the natural tidal regimes. Such discordance may make necessary excessive maintenance dredging. Geological study of a section of the Texas coast shows that, in a unit coastal environment, there may he a predictable stahle position of a tidal inlet and a common stahle orientation for its channel which might better have been used for the ship channel outlet. Among probable damages to the natural environment resulting from a wrong orientation is excessive sedimentation in the inlet channel. Engineering studies are needed to determine the economics of reorientation and relocation of misfit channels of the type described. The tidal inlet or "pass" is the central channel of a tidal delta. The delta is an enlargement of a barrier sand island at a gap where tidal and other flow into and out of large inland water bodies forms a strong local field of force with a longshore sediment drift and current. Engineering works in this field of force should utilize its characteristics, not fight them. As the coastal section studied here is only one of many, extension of the geologic study, with accompanying engineering studies, should be made to permit general laws of inlets, tidal deltas and barrier islands to be set up for both geology and engineering.


2012 ◽  
Vol 91 (3) ◽  
pp. 325-339 ◽  
Author(s):  
M. van der Vegt ◽  
P. Hoekstra

AbstractIn this article we study the morphodynamics of the Slufter on the short-term (months) and long-term (years to decades). The Slufter is a small, shallow tidal inlet located on the island of Texel, the Netherlands. A narrow (tens of meters) channel connects the North Sea with a dune valley of 400 ha. This narrow channel is located in between a 400-700 m wide opening in the dunes. Approximately 80% of the basin of the Slufter is located above mean high water level and is flooded only during storms, when a threshold water level is exceeded.Analysis of historical aerial photographs revealed that the inlet channel migrates about 100 m per year. In the 1970's it migrated to the south, while since 1980 it is migrating to the north. When the channel reached the dunes at the north side of the dune breach the channel was relocated to the south by man. The channel inside the backbarrier basin was less dynamic. It shows a gradual growth and southward migration of a meander on a decadal time scale.The short-term dynamics of the Slufter were studied during a field campaign in 2008. The campaign aimed at identifying the dominant hydrodynamic processes and morphological change during fair weather conditions and during storm events. During fair weather flow velocities in the main inlet channel were 0.5-0.8 m/s at water depths of 0-1.5 m, slightly ebb-dominant and associated morphological change was small. When water levels were above critical levels during a storm period the hydrodynamics in the main channel drastically changed. The flow in the main channel was highly ebb dominant. Long ebb periods with typical flow velocities of 2 m/s were alternated by much shorter flood periods with typical velocities of 0.5-1 m/s. This resulted in a net outflow of water via the main channel, while we measured a net inflow of water at the beach plain. During the storm period in 2008 we measured a 10 m migration of the channel to the north.We conclude that the Slufter is a storm-dominated tidal inlet system.


2021 ◽  
Author(s):  
Reem Jaber ◽  
Nina Stark ◽  
Anna Wargula ◽  
Liliana Velásquez-Montoya ◽  
Elizabeth Sciaudone

2006 ◽  
Vol 111 (F1) ◽  
Author(s):  
Verner B. Ernstsen ◽  
Riko Noormets ◽  
Christian Winter ◽  
Dierk Hebbeln ◽  
Alex Bartholomä ◽  
...  

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