Generalities on static equilibrium bays

Coastal Engineering

Volumn 12, Issue 4, 1989, Pages 353-369

  Hsu, J R C ^a   Silvester, R ^a   Xia, Y M ^b  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^b NANJING HYDRAULIC RESEARCH INSTITUTE   (China)

Author keywords

[No Author keywords available]

Indexed keywords

BAY; BEACH DENUDATION; EROSION; LITTORAL DRIFT; LOGARITHMIC SPIRAL METHOD; WATER LINE; WAVE DIFFRACTION;

COASTAL ENGINEERING; EROSION; OCEANOGRAPHY; WATER WAVES;

STATIC EQUILIBRIUM BAYS;

COASTAL ZONES;

EID: 0024585603     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/0378-3839(89)90012-4     Document Type: Article

References (28)

1. A shoreline protection alternative: artificial headlands
2. Scour at end of breakwater with oblique incident waves
3. Vortex scour due to wave action at a breakwater tip
4. Crenulate shaped bays
5. New characteristics of equilibrium shaped bays
6. The investigation and design for Portland Harbour, Victoria
7. Pulsational transport of sand by shore agents
8. On the formation of spiral beaches
9. An explanation of the logarithmic spiral plan shape of headland bay beaches
10. Stable configuration of coastline
11. Computer simulation models of a hooked beaches shoreline configuration
12. Storm-induced response of a nearshore-bar system
13. Stabilization of Sedimentary Coastlines
14. Sediment movement around the coastlines of the world
15. Coastal defense
16. Growth of crenulate shaped bays to equilibrium
17. Wave reflection at seawalls and breakwaters
18. Headland defense of coasts
19. Some facts and fancies on beach erosion
20. Planning for artificial islands
21. Littoral drift caused by storms
22. Fluctuations in littoral drift
23. Use of crenulate shaped bays to stabilize coasts
24. Headland control to prevent cooling water sand incursion
25. Zeta bays, pocket beaches and headland control
26. Prediction of post-fill beach response
27. Plan geometry of headland bay beaches