Chapter
Jul 11, 2017
Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015

Scour Protection, Terminal Groin/Jetty Construction, and Beach Replenishment at Amtrak’s New Niantic River Bridge

Publication: Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities

Abstract

In 2012 Amtrak replaced a 1907-era bascule bridge over the Niantic River at East Lyme and Waterford, Connecticut. The new bridge was parallel with and 58 feet south of the bridge it replaced. Its construction closer to Niantic Bay, an arm of Long Island Sound, displaced an existing recreational beach and boardwalk. Up to 27 feet of the existing beach width was impacted, with the greatest displacement occurring near the new bridge. This paper describes the wave environment and coastal processes at Niantic Bay, the design of scour protection for a railroad embankment retaining wall, the design of a restored beach and the design of a terminal groin/jetty at the mouth of the Niantic River.

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REFERENCES

Brebner, A. & P. Donnelly (1962) “Laboratory Study of Rubble Foundations for Vertical Breakwaters, Engineer Report No. 23, Queens University, Kingston Ontario.
Bruun, P., 1962, “Sea Level Rise as a Cause of Shore Erosion”, Journal of the Waterways and Harbors Division, ASCE., v. 88, p. 117-130.
EurOtop (2007) “Wave Overtopping of Sea Defences and Related Structures: Assessment Manual, August 2007, available online at:
FEMA (2013) Flood Insurance Study, New London County, Connecticut,” Federal Emergency Management Agency, 18 July 2011, Revised 5 August, 2013, FIS #09011CV001B
Hubertz, J.M, R.M. Brooks, W.A. Brandon, B.A. Tracy (1993) “Hindcast Wave Information for the US Atlantic Coast,” U.S, Army Waterways Experiment Station, WIS Report 30 March 1993.
Hughes, S.A. (2006) “Uses for Marine Mattresses in Coastal Engineering,” Engineer Research Development Center, Coastal & Hydraulics Laboratory, Vicksburg, MS, 1-23, February 2006.
USACE (1984) “Shore Protection Manual,” U.S. Army Coastal Engineering Research Center, Vicksburg, MS, Second Printing, 1984.
USACE (1995) “Design of Coastal Revetments, Seawalls and Bulkheads,“ US Army Corps of Engineers, Engineer Manual EM 1110-2-1614, 30 June 1995.
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Go to Coastal Structures and Solutions to Coastal Disasters 2015
Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
Pages: 848 - 863
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8030-4

History

Published online: Jul 11, 2017

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Authors

Affiliations

J. Richard Weggel, Ph.D., F.ASCE [email protected]
P.E.
D.CE
Professor Emeritus, Drexel Univ., Civil, Architectural & Environmental Engineering, Philadelphia, PA, 19104; and Principal Coastal Engineer, Gannett Fleming, Inc. E-mail: [email protected]
Craig M. Benedict, M.ASCE [email protected]
P.E.
Senior Geotechnical Engineer, Gannett Fleming, Inc., Valley Forge, PA, 19484. E-mail: [email protected]
Ara G. Mouradian, M.ASCE [email protected]
P.E.
Geotechnical Dept. Manager, Gannett Fleming, Inc., Valley Forge, PA, 19484. E-mail: [email protected]
John Brun, M.ASCE [email protected]
P.E.
Director of Structural Design, Amtrak, Philadelphia, PA, 19104. E-mail: [email protected]

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