TECHNICAL NOTES
Jan 1, 1986
Bluff Recession Rates in Chesapeake Bay
Authors: Robert A. Dalrymple, M. ASCE, Robert B. Biggs, Robert G. Dean, M. ASCE, and Hsiang Wang, M. ASCEAuthor Affiliations
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 112, Issue 1
Abstract
The recession rate of the bluffs at four sites on the Chesapeake Bay is related to three factors: the height of the bluff, the local potential littoral drift rate, and the overfill ratio, which is used in an analog of bluff slumping to beach nourishment. Results show that these factors can distinguish between the dissimilar erosion rates at the four sites.
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References
1.
Dean, R. G., “Compatability of Borrow Material for Beach Fills,” Proceedings, 14th International Coastal Engineering Conference, ASCE, Copenhagen, Denmark, pp. 1319–1333.
2.
State of Maryland, Coastal Zone Management Program, Historical Shorelines and Erosion Rates, Annapolis, MD, 1975.
3.
State of Maryland, Dept. of Natural Resources, Tidewater Administration, An Assessment of Shore Erosion in Northern Chesapeake Bay and the Performance of Coastal Structures, Annapolis, MD, Sept. 1, 1982.
4.
Sunamura, T., “Processes of Sea Cliff and Platform Erosion,” Handbook of Coastal Processes and Erosion, Chapt. 12, Paul D. Komar, Ed., CRC Press, 1983
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Copyright © 1986 ASCE.
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Published online: Jan 1, 1986
Published in print: Jan 1986
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Authors
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Robert A. Dalrymple, M. ASCE
Prof., Dept. of Civ. Engrg., Univ. of Delaware, Newark, DE 19716
Robert B. Biggs
Assoc. Prof., College of Marine Studies, Univ. of Delaware, Newark, DE 19716
Robert G. Dean, M. ASCE
Grad. Research Prof., Dept. of Coastal and Oceanographic Engrg., Univ. of Florida, Gainesville, FL 32611
Hsiang Wang, M. ASCE
Prof. and Chmn., Dept. of Coastal and Oceanographic Engrg., Univ. of Florida, Gainesville, FL 32611
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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