Coastlines, Structures and Breakwaters: Proceedings of the International Conference Organized by the Institution of Civil Engineers and Held in London, UK, on 19-20 March 1998N. W. H. Allsop, Institution of Civil Engineers (Great Britain) Thomas Telford, 1998 - 349 pagina's This work is a collection of papers from the 1998 Coastlines, Structures, and Breakwaters conference and draws together a diverse sampling of extensive and recent advances that EU countries have made in the design, study and construction of significant breakwater structures. |
Inhoudsopgave
Keynote paper | 1 |
Establishing coastal flood risks from single storms and the distribution | 20 |
Advances in design methods | 34 |
new prediction methods to account | 46 |
development of new structures | 58 |
Ecological implications of developing coastal structures | 70 |
Structures to retain shorelines | 82 |
Examination of a prefabricated submerged breakwater | 94 |
Repairreconstruction of breakwaters | 188 |
Strategic approaches to coast defence | 211 |
Application of beach management | 237 |
Hunstanton to Heacham beach management | 251 |
Alternatives in coast protection | 264 |
Composite breakwaters utilizing geosystems | 278 |
Discusson | 295 |
Papers 3 4 | 304 |
Observations of structure induced scour adjacent to submerged | 106 |
Stage | 119 |
Evaluating project risks optimization | 135 |
Risk assessment and new risk management protocol for use | 148 |
Experiences in breakwater construction | 161 |
Papers 7 8 | 318 |
Papers 11 12 | 326 |
Papers 15 16 | 335 |
Papers 19 20 | 341 |
Overige edities - Alles bekijken
Veelvoorkomende woorden en zinsdelen
Accropode armour layer artificial reef assessment beach management beach nourishment beach profile beach recharge berm breakwater blocks caisson Cavallino coast coastal engineering coastal structures coastline coefficient concrete construction core material cost crest cross-shore currents damage developed dike Dinas Dinlle distorted ripples downdrift DRIM Environment Agency environmental equation erosion failure Figure frontage geocontainers geotextile geotubes groin groynes habitat harbour HR Wallingford Hunstanton hydraulic impact landward littoral located longshore longshore drift longshore transport measured Meer metres model tests monitoring offshore onshore overtopping discharge parameter Pellestrina period port predicted protection quarry Question on Paper Reculver reduce reduction factor revetment rock rubble mound sand scheme scour sea defence seawall seaward sediment shoreline significant wave height slope stability storm strategy submerged breakwater Thomas Telford tidal tonne velocity vertical wall water level wave climate wave conditions wave energy wave overtopping wave run-up width William Halcrow