4.5 Article

Numerical feasibility study for dredging and maintenance alternatives in Everett Harbor and Snohomish River

期刊

REGIONAL STUDIES IN MARINE SCIENCE
卷 56, 期 -, 页码 -

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ELSEVIER
DOI: 10.1016/j.rsma.2022.102695

关键词

Hydrodynamics; Sediment transport; Bed morphology; Dredging; Training dikes; Alternative analysis

资金

  1. Port of Everett, Washington

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This study assesses the performance of navigation features in the Snohomish River estuary and proposes alternative solutions for dredging and maintenance needs based on hydrodynamic and sediment transport models. The results indicate that modifying in-channel sedimentation is feasible, but sediment exclusion measures may be required for off-channel marinas.
Snohomish River, which supports the third largest complex of tidally flooded estuarine and freshwater wetlands in Puget Sound, Washington, USA, delivers a large amount of sediment load to the lower estuary including the federal navigation channel and the Everett Harbor. In recent years, progressive sedimentation and diminished dredged material placement site capacity have led to economic impacts, particularly near the local service facilities maintained by the Port of Everett. An assessment of the performance of existing navigation features including jetties, dikes, and sedimentation basins was conducted using the latest generation of hydrodynamic and sediment transport numerical models to inform long-term sediment and navigation channel management decisions. This study assessed the relative merits of available alternatives for improving dredging and maintenance needs using hydrodynamic and sediment transport models: Finite Volume Community Ocean Model (FVCOM) and Adaptive Hydraulic model (AdH). In this paper, we present the refinement, setup, and calibration of morphological models using available data collected from the years 2017 and 2018 with a focus on in-channel sedimentation basins and the Port of Everett marinas. The potential for reduction in sedimentation through site-specific structure construction and repairs was evaluated. The results show that while it is feasible to modify in-channel sedimentation through river training structures, deposition at off-channel marinas along the banks and shelves may require sediment exclusion alternatives such as curtains and walls. Construction of training structures at the boat launch and reconstruction/repair of an existing training structure near the Port of Everett marinas provided promising response and merits further exploration. This study demonstrated that sediment transport simulation provided valuable information on the efficacy of proposed solutions and could help avoid unnecessary costs with alternatives likely to fail or be ineffective. (c) 2022 Elsevier B.V. All rights reserved.

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