TECHNICAL NOTES
Jul 1, 1997

Effect of Channel Adjustment Processes on Reliability of Bridge Foundations

Publication: Journal of Hydraulic Engineering
Volume 123, Issue 7

Abstract

Alluvial channels readily adjust their morphology, hydraulics, and sedimentology in response to disturbances. Knowledge of the spatial and temporal trends of channel adjustment is central to the protection and maintenance of bridges. In this study the reliability of a bridge during the process of erosive channel adjustments following channel modifications is quantified. An interdisciplinary approach is used to determine the stage of channel evolution following the disturbance and the dominant processes during each stage, and to compute the probability of bridge failure or reliability. An actual case study in west Tennessee is provided. Information from this technical note can be used to determine the effect of channel modifications on highway structures and the vulnerability of bridges to erosional processes over the life of the bridge, and to assess maintenance and mitigation needs.

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References

1.
Johnson, P. A.(1992). “Reliability-based pier scour engineering.”J. Hydr. Engrg., ASCE, 118(10), 1344–1358.
2.
Robbins, C. H., and Simon, A. (1983). “Man-induced channel adjustment in Tennessee streams.”U.S. Geological Survey Water-Resour. Investigations Rep. 82-4098. U.S. Geological Survey, Nashville, Tenn.
3.
Simon, A.(1989). “A model of channel response in disturbed alluvial channels.”Earth Surface Processes and Landforms, 14(1), 11–26.
4.
Simon, A. (1992). “Energy, time, and channel evolution in catastrophically disturbed fluvial systems.”J. Geomorphology, 5(3–5), 345–372.
5.
Simon, A.(1995). “Adjustment and recovery of unstable alluvial channels: identification and approaches for engineering management.”Earth Surface Processes and Landforms, 20(7), 611–628.
6.
U.S. Army Corps of Engineers. (1992). “Reliability assessment of navigation structures.” Engr. Tech. Letter No. 1110-2-532, Dept. of the Army, Washington, D.C.
7.
U.S. Department of Transportation. (1993). “Evaluating scour at bridges.”Hydr. Engrg. Circular No. 18; Rep. No. FHWA-IP-90-017, Fed. Hwy. Admin., Washington, D.C.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 123Issue 7July 1997
Pages: 648 - 651

History

Published online: Jul 1, 1997
Published in print: Jul 1997

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Authors

Affiliations

Peggy A. Johnson, Member, ASCE,
Assoc. Prof., Dept. of Civ. Engrg., Pennsylvania State Univ., University Park, PA 16802.
Andrew Simon
Res. Hydro., Agr. Res. Service, Nat. Sedimentation Lab., Oxford, MS 38655.

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