Hydraulic Stability of Single-Layer Dolos and Accropode Armour Layers

M. Christensen, H. F. Burcharth

Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer review

Abstract

A new design for Dolos breakwater armour layers is presented: Dolos armour units are placed in a selected geometric pattern in a single layer. A series of model tests have been performed in order to determine the stability of such single-layer Dolos armour layers. The test results are presented and compared to the stability formula for the traditional double-layer, randomly placed Dolos armour layer design presented by Burcharth (1992). The results of a series of stability tests performed with Accropode® armour layers is presented and compared to the test results obtained with single-layer Dolos armour layers. Run-up and reflection are presented for both single-layer Dolos armour and Accropode armour.
OriginalsprogEngelsk
TitelProceedings of the Final Workshop, Rubble Mound Breakwater Failure Modes, Sorrento, Italy, November 1995
Antal sider16
Publikationsdato1995
StatusUdgivet - 1995

Bibliografisk note

MAS2-CT92-0042
MAS2-CT92-0042

Emneord

  • Hydraulic Stability
  • Single-Layer Dolosse
  • Armour Layers

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