TECHNICAL NOTES
Feb 1, 2001

Aggradation at Bridges

Publication: Journal of Hydraulic Engineering
Volume 127, Issue 2

Abstract

Aggradation at bridges causes the bridge waterway opening to be reduced, possibly resulting in upstream flooding and increased contraction scour. Aggradation results when the sediment load supplied to a reach of river from upstream exceeds its capacity to transport sediment. Solutions to aggradational problems at bridges are often complex and expensive. Solutions include increasing sediment transport through the bridge by modifying the channel, constructing an upstream sediment trap, redesigning the bridge, dredging, and treating the cause of the aggradation. At many bridges, aggradation problems can be severe. As an example, aggradation at a bridge in northern Pennsylvania is described. The benefits, disadvantages, and costs for various possible solutions to the example problem are compared and the most cost-effective solution is presented.

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References

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Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 127Issue 2February 2001
Pages: 154 - 157

History

Received: Sep 13, 1999
Published online: Feb 1, 2001
Published in print: Feb 2001

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Authors

Affiliations

Assoc. Prof., Dept. of Civ. and Envir. Engrg., Pennsylvania State Univ., University Park, PA 16802.
Reader, School of Envir. Sci., Univ. of East Anglia, Norwich, NR4 7TJ, U.K.
Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Pennsylvania State Univ., University Park, PA.
Engr. in Training, Water and Envir. Resour., Gannett Fleming, Inc., Camp Hill, PA 17011.

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