TECHNICAL PAPERS
Jul 1, 1989

Influence of Vessel Movements on Stability of Restricted Channels

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115, Issue 4

Abstract

Predictive equations based on a combination of theory and observations have been proposed for quantifying the environmental effects of ship passages through restricted, ice‐covered channels. In addition to natural channel flow, the forces considered include ship‐induced backwater, propeller jet, and surface‐waverelated flows. The equations are used to model forces created by vessels transiting the St. Marys River in northern Michigan during open water conditions and in an extended navigation season when an extensive ice cover is present. Vessel‐induced sediment transport as related to water quality problems is examined. Results of model calibration with data collected during summer and winter ship transits of the river suggest a capability for estimating, with reasonable accuracy, environmental effects of navigation activities in all seasons. The model has been calibrated specifically for the St. Marys River; however, it is sufficiently general to be of use in other geographic and environmental settings.

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References

1.
Adams, C. E., Jr., and Weatherly, G. L. (1981). “Suspended sediment transport and benthic boundary layer dynamics.” Mar. Geol., 42, 1–18.
2.
Bagnold, R. A. (1954). The physics of blown sand and desert dunes. Methuen Inc., London, England.
3.
Blaauw, C. D., and van de Kaa, H. A. (1978). “Power and speed of push tows in canals.” Proc. Symp. on Aspects of Navigability of Constrained Waterways. Delft, the Netherlands.
4.
Gibbs, R. J., Matthews, M. D., and Link, D. A. (1971). “The relationship between sphere size and settling velocity.” J. Sed. Pet., 41(1), 7–18.
5.
Hochstein, A. (1967). Navigation use of industrial canals. Water Transportation, Moscow Publishing House, U.S.S.R.
6.
Hochstein, A. (1981). “Tennessee‐Tombigbee supplemental environmental assessment.” U.S. Army Corps of Engineers, Mobile District, Mobile, Ala.
7.
Hochstein, A., and Adams, C. E., Jr. (1985). “An assessment of the effects of two movements on the Kanawha River.” Report, U.S. Army Corps of Engineers, Huntington, W.Va.
8.
Hochstein, A., and Cohen, M. (1980). “Interaction between tow traffic and channel.” Proc. Water Resour. Forum 80, ASCE, New York, N.Y.
9.
Hodek, R. J., Alger, G. R., and Santeford, H. S. (1985). “Development of a predictive model to assess the effects of extended season navigation on Great Lakes connecting waters, Appendix A, Site and soil conditions.” Michigan Tech. Univ., Houghton, Mich.
10.
McCave, I. N. (1971). “Sand waves in the North Sea off the coast of Holland.” Mar. Geol., 10, 199–225.
11.
Migniot, C. (1968). “Etude des proprietes physiques de differents sediments tres fins et de leur comportement sous des actions hydrodynamiques.” La Houille Blanche, 7, 591–620 (in French).
12.
Miller, M. C., McCave, I. N., and Komar, P. D. (1977). “Threshold of sediment motion under unidirectional currents.” Sedimentology, 24, 507–527.
13.
Rouse, H. (1937). “Modern conceptions of the mechanics of fluid turbulence.” Trans., ASCE, 102, 436–505.
14.
Smith, J. D. (1977). “Modeling of sediment transport on continental shelves.” The sea, E. D. Goldberg, et al., eds., Vol. 6, John Wiley and Sons, Inc., New York, N.Y.
15.
Smith, J. D., and McLean, S. R. (1977). “Boundary layer adjustments to bottom topography and suspended sediment.” Bottom turbulence, J. C. J. Nihoul, ed., Elsevier Science Publishinig Co., Inc., New York, N.Y., 123–151.
16.
Wiegel, R. L. (1964). Oceanographical engineering. Prentice‐Hall Inc., Englewood Cliffs, N.J.
17.
Wuebben, J. L., Brown, W. M., and Zabilansky, L. J. (1984). Analysis of physical effects of commercial vessel passage through the Great Lakes connecting channels. Cold Regions Research and Engineering Laboratory, U.S. Army Corps of Engineers, Hanover, N.H.
18.
Yalin, M. S. (1963). “An expression for bed load transportation.” J. Hydr. Div.ASCE, 89(3), 221–250.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115Issue 4July 1989
Pages: 444 - 465

History

Published online: Jul 1, 1989
Published in print: Jul 1989

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Authors

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Anatoly B. Hochstein
Dir., Ports and Waterways Inst., Louisiana State Univ., Baton Rouge, LA 70803
Charles E. Adams, Jr.
Assoc. Prof., Coastal Studies Inst. and Dept. of Geo. and Geophys., Louisiana State Univ., Baton Rouge, LA

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