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Design for optimum wave conditions Crescent City Harbor, Crescent City, California
Tests were conducted on 1 to 125-scale model of harbor and sufficient adjacent coastline and offshore bathymetry to permit generation of waves and wave-front patterns from all significant directions of wave approach to harbor; hydraulic model, equipped with wave-generating and wave-measuring apparatus, was used to determine optimum length and location of extension, or extensions, to existing breakwater system that would reduce to tolerable level present adverse effects of storm waves on navigation and mooring conditions in harbor. (03919)
Design for optimum wave conditions Crescent City Harbor, Crescent City, California
Tests were conducted on 1 to 125-scale model of harbor and sufficient adjacent coastline and offshore bathymetry to permit generation of waves and wave-front patterns from all significant directions of wave approach to harbor; hydraulic model, equipped with wave-generating and wave-measuring apparatus, was used to determine optimum length and location of extension, or extensions, to existing breakwater system that would reduce to tolerable level present adverse effects of storm waves on navigation and mooring conditions in harbor. (03919)
Design for optimum wave conditions Crescent City Harbor, Crescent City, California
U S Waterways Experiment Station -- Tech Rep
Senter, P.K. (Autor:in) / Brasfeild, C.W. (Autor:in)
1968
65 pages
Report
Englisch
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Breakwater at Crescent City, California
Engineering Index Backfile | 1959
|Breakwater rehabilitation study, Crescent City Harbor, California : Coastal model investigation
UB Braunschweig | 1985
|