Modeling the Temporal Evolution of Dredging-Induced Turbidity in the Far Field
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 141, Issue 5
Abstract
A mathematical model of the transport of dredging-induced turbidity in the far field was developed in this study. Unlike the majority of the existing models, which assume a steady state, the present model retains the transient term, , to predict the temporal evolution of the spatial extent and concentration of the sediment plume. The unknown source strength is calibrated using field data. The appropriate turbulent diffusion coefficient in the longitudinal direction, , is set to comply with the real situation with negligible longitudinal diffusion. The complete transient model formulation was then used to analyze the effects of key modeling parameters, such as the water depth, , mean tidal current velocity, , turbulent diffusion coefficients in the longitudinal and transverse directions, and , as well as the sediment-settling velocity, , on the model prediction, in particular the approach to the steady state and the ultimate suspended sediment concentration level at the steady state. The semianalytical model thus developed with improved functionality can be used for worst-case assessments of the steady-state flow conditions in the far-field transport of the sediment plume generated by dredging operations.
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Acknowledgments
This work was supported by the National Key Basic Research Program of China (973 Program) (Grant No. 2013CB430402). Sponsorship from the Scientific Research Foundation for the Returned Overseas Chinese Scholars, State Education Ministry, for the first author is also gratefully acknowledged. The authors appreciate the constructive comments and suggestions from the three anonymous reviewers on an earlier version of the manuscript.
References
Bray, R. N. (2008). Environmental aspects of dredging, Taylor & Francis, London, NY.
Cutroneo, L., Castellano, M., Pieracci, A., Povero, P., Tucci, S., and Capello, M. (2012). “The use of a combined monitoring system for following a turbid plume generated by dredging activities in a port.” J. Soil Sediment, 12(5), 797–809.
Hantush, M. S., and Jacob, C. E. (1955). “Non-steady radial flow in an infinite leaky aquifer.” Trans. Am. Geophys. Union, 36(1), 95–100.
Hayes, D. F., Crockett, T. R., Ward, T. J., and Averett, D. (2000). “Sediment resuspension during cutterhead dredging operations.” J. Waterway, Port, Coastal, Ocean Eng., 153–161.
Henriksen, J., Randall, R., and Socolofsky, S. (2012). “Near-field resuspension model for a cutter suction dredge.” J. Waterway, Port, Coastal, Ocean Eng., 181–191.
Hunt, B. (1978). “Dispersive sources in uniform groundwater flow.” J. Hydr. Eng. Div., 104(1), 75–85.
Hunt, B. (2005). “Visual basic programs for spreadsheet analysis.” Ground Water, 43(1), 138–141.
Je, C. H., and Hayes, D. F. (2004). “Development of a two-dimensional analytical model for predicting toxic sediment plunges due to environmental dredging operations.” J. Environ. Sci. Health A, 39(8), 1935–1947.
Je, C. H., Hayes, D. F., and Kim, K. S. (2007). “Simulation of resuspended sediments resulting from dredging operations by a numerical flocculent transport model.” Chemosphere, 70(2), 187–195.
Kuo, A. Y., and Hayes, D. F. (1991). “Model for turbidity plume induced by bucket dredge.” J. Waterway, Port, Coastal, Ocean Eng., 610–623.
Kuo, A. Y., Welch, C. S., and Lukens, R. J. (1985). “Dredge induced turbidity plume model.” J. Waterway, Port, Coastal, Ocean Eng., 476–494.
Nakai, O. (1978). “Turbidity generated by dredging projects.” Management of Bottom Sediments Containing Toxic Substances: Proc., the Third U.S.-Japan Experts' Meeting–November 1977, Easton, MD.
Ozer, A. (1994). “Simple equations to express settling column data.” J. Environ. Eng., 677–682.
Roman-Sierra, J., Navarro, M., Munoz-Perez, J. J., and Gomez-Pina, G. (2011). “Turbidity and other effects resulting from Trafalgar Sandbank dredging and Palmar Beach nourishment.” J. Waterway, Port, Coastal, Ocean Eng., 332–343.
Shao, D. D., Law, A. W. K., and Li, H. Y. (2008). “Brine discharges into shallow coastal waters with mean and oscillatory tidal currents.” J. Hydro-Environ. Res., 2(2), 91–97.
Smith, G. G., Weitz, N., Soltau, C., Viljoen, A., Luger, S., and Maartens, L. (2008). “Fate of fine sediment from dredger-based mining in a wave-dominated environment at Chameis Bay, Namibia.” J. Coastal Res., 24(1), 232–247.
Spearman, J., De Heer, A., Aarninkhof, S., and van Koningsveld, M. (2011). “Validation of the TASS system for predicting the environmental effects of trailing suction hopper dredgers.” Terra Aqua, 125, 14–22.
Wu, G. F., de Leeuw, J., Skidmore, A. K., Prins, H. H. T., and Liu, Y. L. (2007). “Concurrent monitoring of vessels and water turbidity enhances the strength of evidence in remotely sensed dredging impact assessment.” Water Res., 41(15), 3271–3280.
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© 2015 American Society of Civil Engineers.
History
Received: Dec 8, 2013
Accepted: Nov 24, 2014
Published online: Apr 7, 2015
Published in print: Sep 1, 2015
Discussion open until: Sep 7, 2015
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