TECHNICAL NOTES
May 1, 1989

Ohio River Bank Erosion—traffic Effects

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115, Issue 3

Abstract

Examination of more than 700 miles (1,120 km) of Ohio River banks between 1977 and 1986 indicated that erosion intensity and extent decreased between 1983 and 1986. Detailed examination of 106 sites in the study area confirmed the bank survey results. During 1983-1986, commercial river traffic increased more than 35%. Many sites became more stable during this traffic increase, while other nearby sites with similar bank soils and plan-form locations remained unchanged. These circumstances indicated that waves from in-channel traffic had no significant impact on bank erosion and instability on this portion of the Ohio River.

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References

1.
Hagerty, D. J., Spoor, M. F., and Ullrich, C. R. (1981). “Bank failure and erosion on the Ohio River.” Engrg. Geol., Amsterdam, the Netherlands, 17(4), 141–158.
2.
Hagerty, D. J., Sharifounnasab, M., and Spoor, M. F. (1983). “River bank erosion—a case study.” Bulletin, AEG, 20(4), 411–437.
3.
Hagerty, D. J. (1983). “Mechanisms of erosion and meandering.” Proc/, Rivers '83, Hydraulics Division Specialty Conference, American Society of Civil Engineers, ASCE, New Orleans, La. 259–270.
4.
Hagerty, D. J., Spoor, M. F., and Kennedy, J. F. (1986). “Interactive mechanisms of alluvial‐stream bank erosion.” Proc., Third International Symposium on River Sedimentation, Jackson, Miss., 1160–1168.
5.
Hagerty, D. J. (1986). “Summary report on Ohio River site investigations—1986.” Report submitted to U.S. Army Corps of Engineers, Louisville District, 190, Sept.
6.
Hagerty, D. J., and French, M. N. (1987). “Ohio River bank caving—An investigation of factors affecting bank instability.” Report submitted to U.S. Army Corps of Engineers, Louisville District, 570, Sept.
7.
Hagerty, D. J., and French, M. N. (1988). “An investigation into bank caving.” Proc., Water Resources Specialty Conference, American Society of Civil Engineers, ASCE, Norfolk, Va., 254–257.
8.
Linker, R. A. (1985). “A study in the changing bank appearance on the Ohio River,” thesis presented to the University of Louisville, at Louisville, Ky., in partial fulfillment of the requirements for the degree of Master of Engineering.
9.
Springer, F. M., Jr., Ullrich, C. R., and Hagerty, D. J. (1985). “Streambank stability.” J. Geotech. Engrg., ASCE, 3(5), 624–640.
10.
Ullrich, C. R., Hagerty, D. J., and Holmberg, R. W. (1986). “Surficial failures of alluvial streambanks.” Can. Geotech. J., 23, 304–316.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115Issue 3May 1989
Pages: 404 - 408

History

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

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Authors

Affiliations

D. J. Hagerty, Member, ASCE
Prof., Civ. Engrg. Dept., Univ. of Louisville, Louisville, KY 40292
M. J. Hagerty
Prof., Dept. of Political Science, Univ. of Louisville, Louisville, KY

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