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contributor authorMatthew S. Janssen
contributor authorLaura Lemke
contributor authorJon K. Miller
contributor authorW. Scott Douglas
date accessioned2022-05-07T20:38:00Z
date available2022-05-07T20:38:00Z
date issued2022-3-1
identifier other(ASCE)WW.1943-5460.0000689.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282687
description abstractA comprehensive case study of the coastal processes for Fortescue Inlet (New Jersey, USA) is presented with the objective of minimizing maintenance dredging of the navigational channel. This study compares the effectiveness of both traditional sedimentation control structures and modified dredging templates, including construction of a new jetty, modification of the length and orientation of an existing jetty, and the use of upland and offshore deposition basins. The alternatives were analyzed using Deflt3D Flexible Mesh. The results indicate that sediment transport near Fortescue Inlet is dominated by wave action with pronounced seasonal variations in wave direction. The site exhibits relatively shallow depths above the depth of closure and pronounced offshore bars. Consequently, much of the sediment transport occurs well offshore (approximately 300 m offshore) and beyond the existing jetty. The results indicate that structural modifications (i.e., relocation or lengthening) of the existing jetty do not improve the sedimentation rate within the channel. Instead, use of offshore deposition basins delivers the most promising improvement, with potential cost savings over 10% over existing strategies.
publisherASCE
titleFortescue Inlet: Offshore Deposition Basins for Navigation Channel Management in Small Craft Inlets
typeJournal Paper
journal volume148
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000689
journal fristpage05021019
journal lastpage05021019-17
page17
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 002
contenttypeFulltext


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