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Wave forces on a vertical cylinder defenced by a perforated vertical and inclined barriers
NOPR - NISCAIR Online Periodicals Repository
View Archive Info| Field | Value | |
| Title |
Wave forces on a vertical cylinder defenced by a perforated vertical and inclined barriers
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| Creator |
Neelamani, S.
Reddy, M. G. Muni |
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| Subject |
Wave forces
vertical piles wave barriers energy dissipation |
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| Description |
179-187
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). |
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| Date |
2009-05-26T13:06:32Z
2009-05-26T13:06:32Z 2002-09 |
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| Type |
Article
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| Identifier |
0379-5136
http://hdl.handle.net/123456789/4345 |
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| Language |
en_US
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| Publisher |
CSIR
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| Source |
IJMS Vol.31(3) [September 2002]
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