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Coastal Zone Processes

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Abstract

The zone of interest in this chapter is that segment of the coast located between the offshore point where shoaling waves begin to move sediment and the onshore limit of active marine processes. The latter is usually delineated by a dune field or cliff line, unless a line of structures is constructed along the coast. Most of the world’s coastlines consist of sandy beaches. In some locations the beach is covered partially or completely with coarser stone known as shingle. Many shorelines consist of long beaches occasionally interrupted be a river, tidal inlet, or rocky headland. In other locations there are short pocket beaches between large headlands that limit the interchange of sediment between adjacent beaches.

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References

  • Bascom, W.N. (1951), “The Relationship Between Sand Size and Beach-Face Slope,” Transactions, American Geophysical Union, December, pp. 866–874.

    Google Scholar 

  • Bodge, K.R. and Kraus, N.C. (1991), “Critical Examination of Longshore Transport Rate Magnitude,” Proceedings, Coastal Sediments ‘91 Conference, American Society of Civil Engineers, Seattle, pp. 139–155.

    Google Scholar 

  • Bruun, P. (1962), “Sea Level Rise as a Cause of Erosion,” Journal, Waterways and Harbors Division, American Society of Civil Engineers, February, pp. 117–133.

    Google Scholar 

  • Griffiths, J.C. (1967), Scientific Method in Analysis of Sediments, McGraw-Hill, New York.

    Google Scholar 

  • Hanson, H. (1989), “GENESIS—A Generalized Shoreline Change Numerical Model,” Journal of Coastal Research, Vol. 5, No. 1, pp. 1–27.

    Google Scholar 

  • Hanson, H. and Kraus, N.C. (1989), “Genesis: Generalized Model for Simulating Shoreline Change,” Technical Report CERC-89–19, U.S. Army Waterways Experiment Station, Vicksburg, MS.

    Google Scholar 

  • Horikawa, K. (1988), Nearshore Dynamics and Coastal Processes—Theory. Measurement and Predictive Models, University of Tokyo Press, Tokyo.

    Google Scholar 

  • Ingle, J.C. (1966), The Movement of Beach Sand, Elsevier, New York.

    Google Scholar 

  • Inmann, D.L. (1952), “Measures for Describing the Size Distribution of Sediments,” Journal, Sedimentary Petrology, September, pp. 125–145.

    Google Scholar 

  • James, W.R. (1975), “Techniques in Evaluating Suitability of Borrow Material for Beach Nourishment,” Technical Memorandum 60, U.S. Army Coastal Engineering Research Center, Ft. Belvoir, VA.

    Google Scholar 

  • Komar, P.D. (1975), “Nearshore Currents: Generation by Obliquely Incident Waves and Longshore Variations in Breaker Height,” in Nearshore Sediment Dynamics and Sedimentation, (J. Hails and A. Carr, editors), John Wiley, New York.

    Google Scholar 

  • Kriebel, D.L., Dally, W.R., and Dean, R.G. (1986), “Undistorted Froude Model for Surf Zone Sediment Transport,” in Proceedings, 20th International Conference on Coastal Engineering, American Society of Civil Engineers, Teipei, Taiwan, pp. 1296–1310.

    Google Scholar 

  • Krumbein, W.C. (1936), “Application of Logarithmic Moments to Size Frequency Distribution of Sediments,” Journal, Sedimentary Petrology, pp. 35–47.

    Google Scholar 

  • Krumbein, W.C. and Monk, G.D. (1942), “Permeability as a Function of the Size Parameters of Sand,” Technical Publication 1492, Petroleum Technology, July, pp. 1– 11.

    Google Scholar 

  • Larson, M., Kraus, N.C., and Sunamura, T. (1988), “Beach Profile Change: Morphology, Transport Rate and Numerical Simulation,” in Proceedings, 21st International Conference on Coastal Engineering, American Society of Civil Engineers, Malaga, Spain, pp. 1295–1309.

    Google Scholar 

  • Longuet-Higgins, M.S. (1970), “Longshore Currents Generated by Obliquely Incident Sea Waves,” Journal, Geophysical Research, Vol. 75, pp. 6778–6789, 6790–6801.

    Article  Google Scholar 

  • Marine Board, National Research Council (1995), Beach Nourishment and Protection, National Academy Press, Washington, DC.

    Google Scholar 

  • Perlin, M. and Dean, R.G. (1983), “A Numerical Model to Simulate Sediment Transport in the Vicinity of Coastal Structures,” Miscellaneous Report 83–10, U.S. Army Coastal Engineering Research Center, Ft. Belvoir, VA.

    Google Scholar 

  • Rosati, J.D. (1990), “Functional Design of Breakwaters for Shore Protection,” Technical Report CERC-90–15, U.S. Army Waterways Experiment Station, Vicksburg, MS.

    Google Scholar 

  • Rosati, J.D. and Truitt, C.L. (1990), “An Alternative Design Approach for Detached Breakwater Projects,” Technical Report CERC-90–7, U.S. Army Waterways Experiment Station, Vicksburg, MS.

    Google Scholar 

  • Seelig, W.N. and Sorensen, R.M. (1973), “Texas Shoreline Changes,” Journal, American Shore and Beach Preservation Association, October, pp. 23–25.

    Google Scholar 

  • Simm, J.D., Brampton, A.H., Beech, N.M., and Brooke, J.S. (1996), Beach Management Manual, Report 153, Construction Industry Research and Information Association, London.

    Google Scholar 

  • Sorensen, R.M. (1990), “Beach Behavior and Effect of Coastal Structures, Bradley Beach, New Jersey,” Journal, American Shore and Beach Preservation Association, January, pp. 25–29.

    Google Scholar 

  • Szuwalski, A. (1970), “Littoral Environment Observation Program in California— Preliminary Report,” Miscellaneous Publication 2–70, U.S. Army Coastal Engineering Research Center, Washington, DC.

    Google Scholar 

  • U.S. Army Coastal Engineering Research Center (1984), Shore Protection Manual, U.S. Government Printing Office, Washington, DC.

    Google Scholar 

  • Weggel, J.R. (1979), “A Method for Estimating Long-Term Erosion Rates from a Long-Term Rise in Water Level,” Coastal Engineering Technical Aid 79–2, U.S. Army Coastal Engineering Research Center, Ft. Belvoir, VA.

    Book  Google Scholar 

  • Wentworth, C.K. (1922), “A Scale of Grade and Class Terms for Clastic Sediments,” Journal, Geology, pp. 377–392.

    Google Scholar 

  • Wiegel, R.L. (1964), Oceanographical Engineering, Prentice-Hall, Englewood Cliffs, NJ.

    Google Scholar 

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© 1997 Springer Science+Business Media Dordrecht

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Sorensen, R.M. (1997). Coastal Zone Processes. In: Basic Coastal Engineering. Springer, Boston, MA. https://doi.org/10.1007/978-1-4757-2665-7_8

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  • DOI: https://doi.org/10.1007/978-1-4757-2665-7_8

  • Publisher Name: Springer, Boston, MA

  • Print ISBN: 978-1-4757-2667-1

  • Online ISBN: 978-1-4757-2665-7

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