TECHNICAL NOTES
May 1, 1989

Evaluation of Navigation Dam Effects on Riverbanks

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

Abstract

A study was conducted between 1978 and 1984 in a 72 mile-long stretch of the Ohio River to detect the influence of construction of the Smithland Locks and Dam on bank instability. Changes in bank appearance were noted during four inspections made before dam construction and pool raise, and during two inspections made after pool raise. The navigation dam raised river pool levels as much as 22 feet. During inspections, the entire extent of the stream affected by the navigation dam was evaluated. Banks were classified (high-eroded, low-eroded, vegetated, etc.). Correlations of erosion classification with magnitude of pool raise, planform location, and other factors were attempted. This work extended previous site-specific erosion evaluations and studies in other reaches of river. This was the first before dam-after dam study of bank erosion, of this kind, ever published. It was found that raising the navigation pool in 1981, had no effect on riverbank appearance and apparent erosion between 1978 and 1984.

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References

1.
Avabelle Baskett v. United States, 8 Cl.Ct. 201 (1985), affirmed 790 F2d 93, cert. denied, 106 S.Ct. 3300 (1986).
2.
Earl Loesch v. United States, 227 Ct.Cl. 34, 645 F. 2d 905, cert, denied, 454 US 1099, 102 Set. 672, 70 L.Ed.2d 640 (1981).
3.
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.
4.
Hagerty, D. J., Sharifounnasab, M., and Spoor, M. F. (1983). “River bank erosion—a case study.” Bulletin, 20(4), 411–437.
5.
Hagerty, D. J. (1983). “Mechanisms of erosion and meandering.” Proc. Rivers '83, Hydraulics Division Specialty Conference, ASCE, New Orleans, 259–270.
6.
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.
7.
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.
8.
Springer, F. M., Jr., Ullrich, C. R., and Hagerty, D. J. (1985). “Streambank stability.” J. Geotech. Div., ASCE, 3(5), 624–640.
9.
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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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 115Issue 3May 1989
Pages: 399 - 403

History

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

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Authors

Affiliations

D. J. Hagerty, Member, ASCE
Civ. Engrg. Dept., University of Louisville, Louisville, KY 40292
R. A. Linker
ATEC Associates, 1986 Cargo Court, Louisville, KY 40222
D. A. Beatty, Member, ASCE
Corps of Engrs., U.S. Army, P.O. Box 59, Louisville, KY 40202

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