Addressing an optimal schedule for inlet bypassing

Journal of Coastal Research

Volumn 27, Issue 6 A, 2011, Pages 87-93

  Walton Jr , Todd L ^a   Dean, Robert G ^b  

^a FLORIDA STATE UNIVERSITY   (United States)

^b UNIVERSITY OF FLORIDA   (United States)

Author keywords

Analytical model; Dredging; Erosion; Inlets; Sediment bypassing; Shoreline recession

Indexed keywords

ANALYTICAL FRAMEWORK; BAY; BEACH; COASTAL EROSION; COASTAL ZONE; DREDGING; LAGOON; SEDIMENT TRANSPORT; SHORELINE;

ATLANTIC OCEAN; FLORIDA [UNITED STATES]; SAINT AUGUSTINE INLET; UNITED STATES;

EID: 80755142882     PISSN: 07490208     EISSN: 15515036     Source Type: Journal    
DOI: 10.2112/JCOASTRES-D-11-00053.1     Document Type: Article

References (15)

1. Absalonsen, L. and Dean, R.G., 2010. Characteristics of shoreline change along the sandy beaches of the state of florida: an atlas. http://nsgl.gso.uri. edu/flsgp/flsgpm10001.pdf (accessed October 1, 2010).
2. Carslaw, H. and Jaeger, J., 1986. Conduction of Heat in Solids, 2nd edition, Oxford, United Kingdom: Cambridge University Press, 510p.
3. Dean, R.G., 1984. Principles of beach nourishment. In: Komar, P.D. (ed.), Handbook of Coastal Processes and Erosion. Boca Raton, Florida: CRC Press, pp. 217-232.
4. Dean, R.G., 2002. Beach Nourishment: Theory and Practice. River Edge, New Jersey: World Scientific Publishing Co, 399p.
5. Dean, R.G. and Dalrymple, R.A., 2002. Coastal Processes. Oxford, United Kingdom: Cambridge University Press, 475p.
6. Larson, M.; Hanson, H., and Kraus, N.C., 1987. Analytical solutions of the one line model of shoreline change. Vicksburg, Mississippi: Coastal Engineering Research Center, U.S. Army Waterways Experiment Station, Report TR-CERC-87-15, 95p.
7. Larson, M.; Hanson, H., and Kraus, N.C., 1997. Analytical solutions of one-line model for shoreline change near coastal structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, 123(4), 180-191.
8. Pelnard-Considère, R., 1956. Essai de theorie de l'evolution des forms de rivages en plage de sable et de galets. In: Fourth Journées de l'Hydraulique, les Energies de la Mer Annual Congress, Question III, Rapport 1, Paris, France: Societe Hydrotechnique de France, pp. 289-298 [In French].
9. Reeve, D.E., 2006. Explicit expression for beach response to nonstationary forcing near a groyne. Journal Waterways, Ports, Harbors, Coastal, and Ocean Engineering, 132(2), 125-132. (Pubitemid 43263863)
10. Walton, T.L., Jr., 1994. Shoreline solution for tapered beach fill. Journal Waterways, Ports, Harbors, Coastal, and Ocean Engineering, 120(6), 651-655. (Pubitemid 290181)
11. Walton, T.L., Jr., 2005. A review of inlet bypassing solutions with nomographs. Coastal Engineering, 52, 1127-1132. (Pubitemid 41748498)
12. Walton, T.L., Jr., 2007. Storm protection beach fill planning on barrier islands, Shore and Beach, 75(1), 43-48.
13. Walton, T.L., Jr., and Chiu, T.Y., 1979. A review of analytical techniques to solve the sandtransport equation and some simplified solutions. In: Proceedings of the 1979 Coastal Structures Conference (New York, New York, ASCE), pp. 809-837. (Pubitemid 9430826)
14. Walton, T.L., Jr., and Dean, R.G., 2011. Extension of Pelnard-Considère solution for wave climate series. In: Proceedings of 2011 Coastal Engineering Practice Conference (San Diego, California, COPRI). In press.
15. Zacharioudaki, A. and Reeve, D.E., 2008. Semi-analytical solutions of shoreline response to time-varying wave conditions, Journal Waterways, Ports, Harbors, Coastal, and Ocean Engineering, 134(5), 265-274.