A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
New type of vertical-wall breakwater composed of single row of large steel pipes with diameter of some 1.5 to 3.0 m driven into sea bottom, is proposed for water areas which are not directly exposed to the sea; experiments for fundamental study were conducted in medium wave channel of hydraulic laboratory in Osaka City University, and model experiments were performed at 1/10 scale in large wave tank in Field Hydraulic Laboratory for practical design of steel pipe breakwater planned to be built in Port of Osaka.
New type of vertical-wall breakwater composed of single row of large steel pipes with diameter of some 1.5 to 3.0 m driven into sea bottom, is proposed for water areas which are not directly exposed to the sea; experiments for fundamental study were conducted in medium wave channel of hydraulic laboratory in Osaka City University, and model experiments were performed at 1/10 scale in large wave tank in Field Hydraulic Laboratory for practical design of steel pipe breakwater planned to be built in Port of Osaka.
Researches on steel-pipe breakwater
Coastal Eng Japan
Nagai, S. (author)
Proceedings of the 10th Conference on Coastal Engineering ; 1966
1966
23 pages
Conference paper
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Researches on double curtain wall breakwater
| Engineering Index Backfile | 1966
| Engineering Index Backfile | 1932
Wave Transmission by Suspended Pipe Breakwater
| Online Contents | 1995
Shore protection by horizontal pipe breakwater
| British Library Conference Proceedings | 2000
Wave Transmission by Suspended Pipe Breakwater
| British Library Online Contents | 1995