PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN
Online ISSN : 1884-8265
Print ISSN : 0912-7348
ISSN-L : 0912-7348
DEVELOPEMENT OF BUOYANCY-DRIVEN VERTICAL PILING BREAKWATER
Takayuki YAMANETaro ARIKAWAMasato ITOTakuya MASUYAMAYukio KAMEIMasashi MIYASAKA
Author information
JOURNAL FREE ACCESS

2005 Volume 21 Pages 115-120

Details
Abstract
Buoyancy-driven vertical piling breakwater-a new type of breakwater formed by upper and lower steel pipes rises above sea level by feeding the air into the upper pipe when high waves or tsunamis are imminent, whereas it normally rests inside the lower pile installed below seabed so that navigation is undisturbed. This paper outlines the results of a series of experiments by a large scale physical model and of the numerical analyses with regard to the rising/sinking behavior of the breakwater. The results clearly demonstrate that: 1) The time required for raising the upper pipe is just a few minutes, being rapid enough to prevent tsunamis from attacking harbors; and 2) The numerical model gives good approximation and is fairly applicable.
Content from these authors
© by Japan Society of Civil Engineers
Previous article Next article
feedback
Top