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Technical Papers
Sep 17, 2024

Hydrodynamic Mechanisms and Pathways of Potential Navigation Channel Shoaling by Nearby Parallel Islands

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 151, Issue 1

Abstract

As the demand for transcontinental commerce has increased over the past century, navigation channels have been maintained at increasingly greater depths to continue access of deep draft vessels to inland ports. Over time, these deep navigation channels require routine dredging to counteract the gradual processes of sedimentary accumulation, known as shoaling, that can enter the channel from terrestrial or oceanic sources through natural (e.g., tides, streamflow, runoff) or anthropogenic (e.g., vessel wake) processes. To limit the cost of moving the dredged material to upland or offshore storage facilities and to prevent long-term sediment loss from the system, the material can instead be reused locally to build marsh or island habitats. While the various environmental impacts of keeping and reusing the material within the sourcing embayment have been investigated at length, the hydrodynamic impacts of large-scale within-embayment placements have previously been understudied, particularly regarding potential changes to navigation channel shoaling. In this work, we use numerical models to investigate how channel-parallel linear island features may modify sediment transport mechanisms and pathways, and discuss long-term shoaling implications. Based on the various tested channel and embayment geometries, taken from nautical charts detailing the evolving topobathymetric history of Lake Calcasieu and the Calcasieu Shipping Channel (Louisiana, USA), linear and near-continuous islands are shown to have the potential to increase sedimentation in the channel by altering both local hydrodynamics around the islands and estuarine-scale tidal dynamics. However, the degree to which the islands are continuous (i.e., number and size of gaps between islands) and the dominant forcing factors (i.e., tidally driven versus wind-driven circulation) are shown to limit the increase in shoaling likelihood by island presence.

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Acknowledgments

The authors wish to acknowledge the US Army Corps of Engineers (USACE) Coastal Inlets Research Program (CIRP) for funding this research, as well as Tanya M. Beck (CIRP Program Manager); Jeff Corbino and the USACE New Orleans District for their feedback; Mitchell Brown, Honghai Li, and Lihwa Lin of the USACE Coastal & Hydraulics Laboratory Coastal Modeling System (CMS) team for their support.
Author contributions: Conceptualization – D.R.K., R.L.B.; Data curation – R.L.B., E.R.H., D.R.K.; Formal analysis – E.R.H., R.L.B.; Investigation – E.R.H., R.L.B., D.R.K.; Methodology – E.R.H., R.L.B., D.R.K., R.B.S, J.A.C.; Supervision – R.B.S.; Visualization – E.R.H., J.A.C.; Writing, original draft – E.R.H., R.L.B.; Writing, reviewing and editing – D.R.K., J.A.C.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 151Issue 1January 2025

History

Received: Mar 11, 2024
Accepted: Jul 1, 2024
Published online: Sep 17, 2024
Published in print: Jan 1, 2025
Discussion open until: Feb 17, 2025

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Authors

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Research Civil Engineer, Coastal & Hydraulics Laboratory, US Army Engineer Research and Development Center, Vicksburg, MS 39180 (corresponding author). https://orcid.org/0000-0002-6211-4113. Email: [email protected]
Rachel L. Bain, Ph.D. [email protected]
Research Civil Engineer, Coastal & Hydraulics Laboratory, US Army Engineer Research and Development Center, Vicksburg, MS 39180. Email: [email protected]
Research Civil Engineer, Coastal & Hydraulics Laboratory, US Army Engineer Research and Development Center, Vicksburg, MS 39180. https://orcid.org/0000-0002-8922-6000. Email: [email protected]
Jack A. Cadigan, Ph.D. [email protected]
Research Civil Engineer, Coastal & Hydraulics Laboratory, US Army Engineer Research and Development Center, Vicksburg, MS 39180. Email: [email protected]
Richard Styles, Ph.D. [email protected]
Research Civil Engineer, Coastal & Hydraulics Laboratory, US Army Engineer Research and Development Center, Vicksburg, MS 39180. Email: [email protected]

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