ABSTRACT

Water injection dredging (WID) is an innovative hydrodynamic dredging technique that is cost-effective, low-impact, and environmentally sound. The WID injects large volumes of water at low pressure into the sediment layer, and the resulting fluidized sediment is then carried horizontally along the waterway as a density current, keeping the sediment in the system and eliminating the need for a disposal site. This paper provides an overview of the WID theory of operation by describing the vessel, its components, density current dynamics, and site feasibility based on geotechnical characteristics of shoal material. Additionally, the paper summarizes the research performed on the dredging operation, density current dynamics, and the short-term fate of the dredged sediments during WID operations at Wilmington Harbor, NC, in January 2022. The findings are that the WID dredging method is operationally efficient and well-tailored to local hydrodynamics to maintain the harbor in an environmentally sustainable manner.

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REFERENCES

Borst, W. G., et al. “Monitoring of water injection dredging, dredging polluted sediment.” Dredging'94. ASCE, 1994.
Giese, G. L., H. B. Wilder, and G. G. Parker Jr. 1985. Hydrology of major estuaries and sounds of North Carolina:, pp. 108.
Knox, D., D. J. Krumholz, and J. E. Clausner. “Water injection dredging in the United States.” Dredging'94. ASCE, 1994.
Maushake, C., and W. T. Collins. “Acoustic classification and water injection dredging.” Hydro International 6.2 (2002): 7–9.
NCSPA (North Carolina State Ports Authority). 2020a. Wilmington Harbor,. Wilmington, NC. NCSPA.
PIANC. 2013. Report 120: Injection Dredging, Brussels, Belgium.
Swart, R. N. Autonomous dredging of mud. (2015). Delft University of Technology, Master’s Thesis.
Wilson, D. A. “Water injection dredging in US waterways, history and expectations.” Proceedings of the 18th World Dredging Congress WODCON XVIII. 2007.

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Go to Ports 2022
Ports 2022
Pages: 689 - 697

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Published online: Sep 15, 2022

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Zachary J. Tyler [email protected]
1US Army Engineer Research and Development Center, Vicksburg, MS. Email: [email protected]
Joe Wagner, M.ASCE [email protected]
P.E.
D.NE
2HDR Engineering, Inc., Jacksonville, FL. Email: [email protected]
Paul R. Schroeder [email protected]
3US Army Engineer Research and Development Center, Vicksburg, MS. Email: [email protected]
Susan E. Bailey [email protected]
4US Army Engineer Research and Development Center, Vicksburg, MS. Email: [email protected]

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