Please use this identifier to cite or link to this item:
http://nopr.niscpr.res.in/handle/123456789/4345| Title: | Wave forces on a vertical cylinder defenced by a perforated vertical and inclined barriers |
| Authors: | Neelamani, S. Reddy, M. G. Muni |
| Keywords: | Wave forces;vertical piles;wave barriers;energy dissipation |
| Issue Date: | Sep-2002 |
| Publisher: | CSIR |
| Abstract: | Wave forces on a vertical cylinder defensed by a perforated vertical and inclined barriers with 45° angle of inclination were experimentally investigated. The relative wave height, (Hi/d) varied from 0.114 to 0.429 and the porosity was kept constant with 12%. The force ratios were found reducing with increase of Hi/d. It is estimated that on an average, the reduction of force on the vertical cylinder is about 35% due to perforated vertical barrier and is about 30% due to sloped barrier. Incident wave steepness, (Hi/L) varied from 0.007 to 0. 080 and the force ratios were also found reducing with increase of wave steepness. The force ratios are less sensitive for the scattering parameter (ka). |
| Page(s): | 179-187 |
| ISSN: | 0379-5136 |
| Appears in Collections: | IJMS Vol.31(3) [September 2002] |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| IJMS 31(3) 179-187.pdf | 372.06 kB | Adobe PDF | View/Open |
Items in NOPR are protected by copyright, with all rights reserved, unless otherwise indicated.