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

Winthrop Beach: Utilizing a Mixed Sediment Nourishment Regime to Restore an Urban Beach

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

ABSTRACT

Winthrop Beach faces the open ocean, is approximately 7,000 feet in length, and is situated along the east side of Winthrop between two glacial headlands or relic drumlins. To address the issues of shore protection and “sediment starvation” along the Winthrop Beach shoreline, a beach nourishment project has been designed to return the shoreline to historic conditions. Unlike most beach nourishment projects in the United States, the material proposed for restoration of Winthrop Beach consists of mixed cobble, gravel, and sand sediments. Due to the origin of the native beach (erosion of glacial drumlin deposits), the in situ beach material consists of poorly sorted materials ranging from fine sand to cobble. The total beach fill length was approximately 4,200 linear feet and the equilibrated berm width is designed at 100 feet. The total nourishment volume was approximately 460,000 cubic yards. Once the beach nourishment was completed in late 2014, the high tide shoreline was pushed more than 150 feet from the seawall, with a gradual slope extending approximately 350 feet offshore. Although shoreline change modeling indicated a design life of approximately 10 years, it is anticipated that the coarse fraction of the nourishment material will be naturally sorted by wave action and form a gravel/cobble berm along the upper portion of the beach (observed along the natural mixed sediment beaches of the New England coast). Initial monitoring results after the first complete year post-nourishment support this finding, as minimal sediment loss has occurred, despite an active nor’easter season in the winter of 2014-2015.

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REFERENCES

FitzGerald, D. M. 1981. “Storm Generated Sediment Transport along Winthrop and Yirrell Beaches: Winthrop, MA.”. Northeastern Geology 3: 202–211.
Hanson, H. and N.C. Kraus. 1989. GENESIS: Generalized Model for Simulating Shoreline Change, Report 1, Technical Reference. Department of the Army, Waterways Experiment Station, Vicksburg, MS.
Kamphius, J.W., 1990. “Sediment Transport Rate.” Proceedings of 22nd International Coastal Engineering Conference. ASCE.
MassGIS, Office of Geographic and Environmental Information, 2000. Commonwealth of MA Executive Office of Environmental Affairs, http://www.mass.gov/mgis/
Powell, K.A., 1990. Predicting Short Term Profile Response for Shingle Beaches. Report SR 219, HR Wallingford, Oxfordshire, UK.
U.S. Army Corps of Engineers. 1995. “Engineering and Design: Design of Beach Fills.” Engineering Manual EM 1110-2-3301. Washington, D.C.
Van Hijum, E. and K. W. Pilarczyk, 1982. Equilibrium Profile and Longshore Transport of Coarse Material under Regular and Irregular Wave Attack. Publication No. 274, Delft Hydraulics.

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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: 37 - 47
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
Published in print: Jul 11, 2017

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Authors

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John S. Ramsey [email protected]
Applied Coastal Research and Engineering, Inc., 766 Falmouth Rd., Mashpee, MA 02649, USA. E-mail: [email protected]
Joseph R. Orfant [email protected]
Massachusetts Dept. of Conservation and Recreation, 251 Causeway St.t, Boston, MA, 02114 USA. E-mail: [email protected]
Rachel J. Burckardt [email protected]
Parsons Brinckerhoff, 75 Arlington St., Boston, MA, 02116, U.S.A. E-mail: [email protected]

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