TECHNICAL PAPERS
Nov 1, 1994

Wind‐Driven Dispersion in New Jersey Coastal Waters

Publication: Journal of Hydraulic Engineering
Volume 120, Issue 11

Abstract

Dispersion processes in the near‐shore coastal waters 15 km south of the Hudson‐Raritan estuary of New Jersey are investigated using measurements of velocity and salinity profile at two locations, one 600 m offshore in a 10.7‐m‐deep water and the other 1,200 m offshore in 12.8‐m‐deep water. Following the traditional approach, we seek to quantify dispersion coefficient K, representing the various mechanisms responsible for alongshore dispersion. The velocity and salinity measurements are decomposed into spatial and temporal averages and deviations from the averages. Using the various correlation terms, contributions to the salt flux in the alongshore direction—such as the mean advection, the residual circulation, and the oscillatory shear flow induced by wind variations—are determined. These contributions are then employed in the estimation of the horizontal (alongshore) dispersion coefficient. The time variation in the coefficient over the 30‐day study period is presented, revealing a high degree of variability, with magnitudes ranging from 360 to 2,700 m2/s. This variability is attributed to the extremely variable wind speed and direction observed during the study period, with the freshwater discharge of the esturary also playing an important role.

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References

1.
Csanady, G. T. (1976). “Mean circulation in shallow seas.” J. Geophys. Res., 81(30), 5389–5399.
2.
Elder, J. W. (1959). “The dispersion of marked fluid in turbulent shear flow.” J. Fluid Mech., 5, 544–560.
3.
Fischer, H. B. (1967). “The mechanics of dispersion in natural streams.” J. Hydr. Div., ASCE, 93, 187–216.
4.
Fischer, H. B. (1968). “Methods of predicting dispersion coefficients in natural streams with applications to lower reaches of the Green and Duwamish rivers, Washington.” Professional Paper 582‐A, U.S. Geological Survey, Washington, D.C.
5.
Fischer, H. B. (1972). “Mass transport mechanisms in partially stratified estuaries.” J. Fluid Mech., 53, 671–687.
6.
Fischer, H. B. (1976). “Mixing and dispersion in estuaries.” Annual review in fluid mechanics 8, M. V. Dyke, W. G. Vincenti, and J. V. Wehausen, eds., Annual Reviews, Inc., Palo Alto, Calif.
7.
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J., and Brooks, N. M. (1979). Mixing in inland and coastal waters. Academic Press, New York, N.Y.
8.
Hires, R. I., Manewattana, T., Thomas, S., and Herrington, T. O. (1990). “Outfall siting study in northern New Jersey coastal waters.” Report prepared for New Jersey Department of Environmental Protection, Dept. of Civ. Engrg. and Coast. Engrg., Stevens Inst. of Tech., Hoboken, N.J.
9.
Oey, L. Y., Mellor, G. L., and Hires, R. I. (1985). “A three‐dimensional simulation of the Hudson‐Raritan estuary. Part III: Salt flux analysis.” J. Phys. Oceanography, 15(12), 1711–1720.
10.
Taylor, G. I. (1954). “The dispersion of matter in turbulent flow through a pipe.” Proc., Royal Society, London, England, A223, 446–468.
11.
Weisberg, R. H., and Sturges, W. (1976). “Velocity observation in the west passage of Narragansett Bay: A partially mixed estuary.” J. Phys. Oceanography, 6(3), 345–354.
12.
Wu, J. (1969). “An estimation of wind effects on dispersion in wide channels.” Water resources research, 5(5).
13.
You, K. W., Oey, L. Y., Zhang, Y. H., Chen, P., Jo, H. T., Manning, J., Patchen, R., and Herring, J. (1992). “A three‐dimensional simulation of buoyancy and wind‐induced circulation and mixing in the New York Bight.” Proc. 2nd Int. Conf. Esturarine and Coast. Modeling, M. L. Spaulding, K. Bedford, A. Blomberg, R. Cheng, and C. Swanson, eds., ASCE, New York, N.Y., 453–465.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 120Issue 11November 1994
Pages: 1264 - 1273

History

Received: Jun 3, 1992
Published online: Nov 1, 1994
Published in print: Nov 1994

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Authors

Affiliations

A. K. M. Quamrul Ahsan, Associate Member, ASCE
Engr., HydroQual, Inc., 1 Lethbridge Plaza, Mahwah, NJ 07430
Michael S. Bruno, Member, ASCE
Dir., Davidson Lab., Stevens Inst. of Tech., Hoboken, NJ 07030
Lie‐Yauw Oey
Assoc. Prof., Dept. of Civ., Envir. and Coast. Engrg., Stevens Inst. of Tech., Hoboken, NJ 07030
Richard I. Hires
Prof., Dept. of Civ., Envir. and Coast. Engrg., Stevens Inst. of Tech., Hoboken, NJ

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