Overtopping of Rubble Mound Breakwaters with Front Reservoir

Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceabstrakt i proceedingForskning

Abstract

The admissible overtopping discharge is a key parameter in fundamental design of breakwaters. Quite often there is a wish to limit the crest level of the structure, mainly for aesthetic reasons as a high structure might block the sea view from restaurants, promenades etc.
OriginalsprogEngelsk
Titel30th International Conference On Coastal Engineering : Book of Abstracts : Book of Abstracts Prepared and Published On Behalf of the Coastal Engineering Foundation By the ICCE 2006 Local Organizing Committee
RedaktørerRonald M. Noble
Antal sider1
ForlagICCE
Publikationsdato2006
StatusUdgivet - 2006
BegivenhedThe International Conference On Coastal Engineering - San Diego, California, USA
Varighed: 2 sep. 20068 sep. 2006
Konferencens nummer: 30

Konference

KonferenceThe International Conference On Coastal Engineering
Nummer30
Land/OmrådeUSA
BySan Diego, California
Periode02/09/200608/09/2006

Bibliografisk note

Paper No. 307

Emneord

  • Breakwaters
  • Overtopping Discharge
  • Tandem Structures
  • Overtopping

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