Headland-bay beach

Encyclopedia of Earth Sciences Series

Volumn 14, Issue , 2005, Pages 508-511

  Moreno, Luis J ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

EID: 84981186395     PISSN: 13884360     EISSN: 1871756X     Source Type: Book Series    
DOI: None     Document Type: Chapter

References (22)

1. Bailard, J.A., 1982. Modelling on–offshore sediment transport in the surf zone. In Proceedings of the 18th International Conference on Coastal Engineering, American Society of Civil Engineers, 2, pp. 1419–1438.
2. Berenguer, J.M., and Enríquez, J., 1988. Design of pocket beaches. The Spanish case. In Proceedings of the 21st International Conference on Coastal Engineering, American Society of Civil Engineers, 2, pp. 1411–1425.
3. González, M., 1995. Morfología de playas en equilibrio. Planta y perfil. Ph.D. dissertation Santander, Spain: Universidad de Cantabria (in Spanish).
4. Hsu, J.R.C, Selvester, R., and Xia, Y.M., 1987. New charae teristics of equilibrium shaped bays. In Proceedings of the 8th Australision Conference on Coastal and Ocean Engineering, American Society of Cevil Engineers, pp. 140–144.
5. Johnson, D.W., 1919. Shore Processes and Shoreline Development. New York: John Willey and Sons.
6. Krumbein, W.C., 1944. Shore processes and beach characteristics. Beach Erosion Board, Technical Memorandum, No. 3. Washington, DC: U.S. Army Corps of Engineers.
7. LeBlond, P.H., 1972. On the formation of spiral beaches. In Proceedings of the 13th International Conference on Coastal Engineering, American Society of Civil Engineers, 2, pp. 1331–1345.
8. Mashima, Y., 1961. Stable configuration of coastline. Coastal Engineering in Japan, 4: 47–59.
9. Moreno, L.J., 1997. Critical review of the headland-concept of shore protection. Master of Engineering Report. College Station, Texas, USA: AandM University.
10. Moreno, L.J., and Kraus, N.C., 1999. Equilibrium shape of headlandbay beaches for engineering design. In Proceedings of the Coastal Sediments ’99, American Society of Civil Engineers, 1, pp. 860–875.
11. Rea, C.C., and Komar, P.D., 1975. Computer simulation models of a hooked beach shoreline configuration. Journal of Sediment Petrology, 45: 866–872.
12. Silvester, R., 1960. Stabilization of sedimentary coastlines. Nature, 188: 467–469.
13. Silvester, R., 1970. Growth of crenulate shaped bays to equilibrium. Journal of Waterways and Harbors Division, 96(2): 275–287.
14. Silvester, R., 1976. Headland defense of coasts. In Proceedings of the 15th International Conference on Coastal Engineering, American Society of Civil Engineers, 2, pp. 1394–1406.
15. Silvester, R., and Ho, S.K., 1972. Use of crenulate shaped bays to stabilize coasts. In Proceedings of the 13th International Conference on Coastal Engineering, American Society of Civil Engineers, 2, pp. 1347–1365.
16. Silvester, R., and Hsu, J.R.C., 1991. New and old ideas in coastal sedimentation. Review in Aquatic Sciences, 4(4): 375–410.
17. Silvester, R., and Hsu, J.R.C., 1993. Coastal Stabilization: Innovative Concepts. Englewood Cliffs: Prentice-Hall.
18. Spătaru, A., 1990. Breakwaters for the protection of Romanian beaches. Coastal Engineering, 14: 129–146.
19. Walton, T.L., 1977. Equilibrium shores and coastal design. In Proceedings of the Coastal Sediments ’77, American Society of Civil Engineers, 1, pp. 1–16.
20. Wind, H.G., 1994. An analytical model of crenulate shaped beaches. Coastal Engineering, 23(3–4): 243–253.
21. Yamashita, T., and Tsuchiya, Y., 1992. A numerical simulation of pocket beach formation. In Proceedings of the 23rd International Conference on Coastal Engineering, American Society of Civil Engineers, 3, pp. 2556–2566.
22. Yasso, W.E., 1965. Plan geometry of headland-bay beaches. Journal of Geology, 73: 702–714.