Proceedings, 13th Annual National Conference on Beach Preservation Technology, Hilton Melbourne Airport Hotel, Melbourne, Florida, February 2-4, 2000 |
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Page 64
... longshore sediment transport rate by means of the Bagnold formula ( 1963 ) which makes it possible to describe longshore transport and shoreline change originating from multiple sources of a longshore current . The third is provision ...
... longshore sediment transport rate by means of the Bagnold formula ( 1963 ) which makes it possible to describe longshore transport and shoreline change originating from multiple sources of a longshore current . The third is provision ...
Page 67
... longshore current as Q = a , ( H1C ) , 2 cosa , um ( 3 ) where a , is a dimensionless coefficient , v , is the average longshore current in the surf zone , and um is the maximum wave - induced near - bottom horizontal velocity . In ...
... longshore current as Q = a , ( H1C ) , 2 cosa , um ( 3 ) where a , is a dimensionless coefficient , v , is the average longshore current in the surf zone , and um is the maximum wave - induced near - bottom horizontal velocity . In ...
Page 278
... longshore transport rate . It is robust in that solutions are bounded . The ratio of input longshore transport rate and equilibrium volume of the morphological feature is the main parameter governing volume change and bypassing rates ...
... longshore transport rate . It is robust in that solutions are bounded . The ratio of input longshore transport rate and equilibrium volume of the morphological feature is the main parameter governing volume change and bypassing rates ...
Contents
Hydrocyclone Technology in Dredged Material | 104 |
Beach Management Downdrift of a Ship | 120 |
Using Monte Carlo Techniques to Predict | 133 |
Copyright | |
2 other sections not shown
Common terms and phrases
accretion adjacent analysis application approximately barrier island beach fill beach nourishment beach profile Blimp Pad borrow area breakwater Broward County bypassing bar calculated channel coast Coastal Engineering coastal process zones Collier County construction Corps of Engineers cubic yards Dauphin Island developed downdrift dredging dune ebb shoal elevation Environmental equilibrium erosion estimated FDEP feet NGVD Florida geotube grain habitat Hillsboro Hillsboro Beach hurricane impacts inlet input jetty Kraus landward littoral located longshore longshore transport maps method mitigation native natural hardbottom nearshore NGVD nourishment sediment offshore Port Everglades project area regional sediment budgets renourishment return period rock groins Salt Pond samples seagrass seawalls seaward sediment transport segments Shinnecock Shinnecock Inlet shoreline change shoreline position significant wave height simulation slurry Smathers Beach storm structure surge survey tidal tombolos U.S. Army U.S. Army Corps underflow USACE volumetric changes