8.11 Summary
In this chapter we were concerned with shorelines that consisted of a sandy beach. The focus was those nearshore processes that shaped a beach, both in plan and profile. We also considered the impact of typical coastal structures on beach processes–how to predict these effects and, where there were negative effects, how to overcome these negative effects.
Much of coastal engineering relies on design methods that have a strong empirical component (e.g., wave and water level prediction, wave interaction with structures, analysis of the response of coastal structures to wave attack, and prediction of beach processes and their response to coastal structures). Development of these design methodologies therefore requires physical measurements, either in a laboratory or the Weld and often both. This is the focus of the remaining chapter in this text.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
8.12 References
Bascom, W.N. (1951), “The Relationship Between Sand Size and Beach-Face Slope,” Transactions, American Geophysical Union, December, pp. 866–874.
Birkemeier, W.A. (1985), “Field Data on Seaward Limit of Profile change,” Journal, Waterway, Ports, Coastal and Ocean Division, American Society of Civil Engineers, Vol. 111, pp. 598–602.
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.
Briand, M.H.G. and Kamphius, J.W. (1990), “A Micro Computer Based Quasi 3D Sediment Transport Model,” Proceedings, 22nd International Conference on Coastal Engineering, American Society of Civil Engineers, Delft, The Netherlands, pp. 2159–2172.
Bruun, P. (1954), “Coast Erosion and the Development of Beach Profiles,” Technical Memorandum 44, U.S. Army Corps of Engineers Beach Erosion Board, Washington, DC.
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.
Bruun, P. (1978), Stability of Tidal Inlets — Theory and Engineering, Elsevier, Amsterdam.
Dean, R.G. (1987), “Coastal Sediment Processes: Toward Engineering Solutions,” Proceedings, Coastal Sediments’ 87, American Society of Civil Engineers, New York, pp. 1–24.
Dean, R.G. (1991), “Equilibrium Beach Profiles: Characteristics and Applications,” Journal of Coastal Research, Vol. 7, pp. 53–84.
Dean, R.G. and Dalrymple, R.A. (2002), Coastal Processes with Engineering Applications, Cambridge University Press, New York.
Dean, R.G. (2002), Beach Nourishment Theory and Practice, World Scientific, Singapore.
Griffiths, J.C. (1967), Scientific Method in Analysis of Sediments, McGraw-Hill, New York.
Hallermeier, R.J. (1981), “A Profile Zonation for Seasonal Sand Beaches from Wave Climate,” Coastal Engineering, Vol. 4, pp. 253–277.
Hanson, H. (1989), “GENESIS—A Generalized Shoreline Change Numerical Model,” Journal of Coastal Research, Vol. 5, No. 1, pp. 1–27.
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.
Hedegaard, I.B., Diegaard, R. and Fredsoe, J. (1991), “Offshore/Onshore Sediment Transport and Morphological Modelling of Coastal Profiles,” Proceedings, Coastal Sediments’91, American Society of Civil Engineers, Seattle, pp. 643–657.
Horikawa, K. (1988), Nearshore Dynamics and Coastal Processes—Theory. Measurement and Predictive Models, University of Tokyo Press, Tokyo.
Ingle, J.C. (1966), The Movement of Beach Sand, Elsevier, New York.
Inmann, D.L. (1952), “Measures for Describing the Size Distribution of Sediments,” Journal, Sedimentary Petrology, September, pp. 125–145.
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.
Jarrett, J.T. (1976), “Tidal Prism — Inlet Area Relationships,” General Investigation of Tidal Inlets Report 3, U.S. Army Coastal Engineering Research Center, Ft. Belvoir, VA.
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.
Komar, P.D. (1998), Beach Processes and Sedimentation, Second Edition, Prentice-Hall, Upper Saddle River, NJ.
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.
Krumbein, W.C. (1936), “Application of Logarithmic Moments to Size Frequency Distribution of Sediments,” Journal, Sedimentary Petrology, pp. 35–47.
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.
Larson, M., Kraus, N.C. and Hanson, H. (1990), “Decoupled Numerical Model od 3D Beach Change,” Proceedings, 22nd International Conference on Coastal Engineering, American Society of Civil Engineers, Delft, The Netherlands, pp. 2173–2185.
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.
Longuet-Higgins, M.S. (1970), “Longshore Currents Generated by Obliquely Incident Sea Waves,” Journal, Geophysical Research, Vol. 75, pp. 6778–6789, 6790–6801.
Marine Board, National Research Council (1995), Beach Nourishment and Protection, National Academy Press, Washington, DC.
Nairn, R.B. and Southgate, H.N. (1993), Deterministic Profile Modelling of Nearshore Processes. Part 2, Sediment Transport and Beach Profile Development,” Coastal Engineering, Vol. 19, pp. 57–96.
O’Brien, M.P. (1966), “Equilibrium Flow Areas of Tidal Inlets on Sandy Coasts,” Proceedings, 10th International Conference on Coastal Engineering, American Society of Civil Engineers, New York, pp. 676–686.
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.
Rosati, J.D. (1990), “Functional Design of Breakwaters for Shore Protection,” Technical Report CERC-90-15, U.S. Army Waterways Experiment Station, Vicksburg, MS.
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.
Seelig, W.N. and Sorensen, R.M. (1973), “Texas Shoreline Changes.” Journal, American Shore and Beach Preservation Association, October, pp. 23–25.
Shimzu, T., Hitoshi, N. and Kosuke, K, (1990), “Practical Application of the Three-Dimensional Beach Evolution Model,” Proceedings, 22nd International Conference on Coastal Engineering, American Society of Civil Engineers, Delft, the Netherlands, pp. 2481–2494.
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.
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.
Szuwalski, A. (1970), “Littoral Environment Observation Program in California—Preliminary Report,” Miscellaneous Publication 2-70, U.S. Army Coastal Engineering Research Center, Washington, DC.
Tobiasson, B.O. and Kollmeyer, R.C. (1991), Marinas and Small Craft Harbors, Van Nostrand and Reinhold, New York.
U.S. Army Coastal Engineering Research Center (1984), Shore Protection Manual, U.S. Government Printing Office, Washington, DC.
U.S. Army Coastal Engineering Research Center (1995), “Beach-Fill Volume Required to Produce SpeciWed Beach Width,” Coastal Engineering Technical Note II-32, U.S. Army Waterways Experiment Station, Vicksburg MS.
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.
Wentworth, C.K. (1922), “A Scale of Grade and Class Terms for Clastic Sediments,” Journal, Geology, pp. 377–392.
Wiegel, R.L. (1964), Oceanographical Engineering, Prentice-Hall. Englewood Cliffs, NJ.
Rights and permissions
Copyright information
© 2006 Springer Science+Business Media, Inc.
About this chapter
Cite this chapter
(2006). Coastal Zone Processes. In: Basic Coastal Engineering. Springer, Boston, MA. https://doi.org/10.1007/0-387-23333-4_8
Download citation
DOI: https://doi.org/10.1007/0-387-23333-4_8
Publisher Name: Springer, Boston, MA
Print ISBN: 978-0-387-23332-1
Online ISBN: 978-0-387-23333-8
eBook Packages: EngineeringEngineering (R0)