Tandem Breakwater consists of a submerged reef breakwater constructed at some distance in front of a conventional non-overtopping rubble mound breakwater. The submerged reef breakwater breaks the high waves and the stilling basin between two breakwaters attenuates them. Hence, smaller waves approach the non-overtopping rubble mound breakwater and break on it. Therefore, the non-overtopping rubble mound breakwater may be designed for smaller waves, resulting in relatively lighter armour stones. In the model studies, it has been found that for a relative breakwater spacing X/d varying from 3.33 to 4.29 between the breakwaters, the damage of a tandem Breakwater is 20% to 60% less as compared with a single breakwater for similar operating criteria. © 2003 Taylor & Francis Group, LLC.
| dc.contributor.author | Shirlal, K.G. | |
| dc.contributor.author | Rao, S. | |
| dc.date.accessioned | 2026-02-05T11:00:30Z | |
| dc.date.issued | Laboratory studies on the stability of tandem breakwater | |
| dc.description.abstract | 2003 | |
| dc.identifier.citation | ISH Journal of Hydraulic Engineering, 2003, 9, 1, pp. 36-45 | |
| dc.identifier.issn | 9715010 | |
| dc.identifier.uri | https://doi.org/10.1080/09715010.2003.10514724 | |
| dc.identifier.uri | https://idr.nitk.ac.in/handle/123456789/27986 | |
| dc.subject | Breakwater | |
| dc.subject | Damage level | |
| dc.subject | Reef breakwater | |
| dc.subject | Tandem breakwater | |
| dc.subject | Transmission | |
| dc.subject | Wave attenuation | |
| dc.subject | Wave run-up and Wave run-down | |
| dc.title | Tandem Breakwater consists of a submerged reef breakwater constructed at some distance in front of a conventional non-overtopping rubble mound breakwater. The submerged reef breakwater breaks the high waves and the stilling basin between two breakwaters attenuates them. Hence, smaller waves approach the non-overtopping rubble mound breakwater and break on it. Therefore, the non-overtopping rubble mound breakwater may be designed for smaller waves, resulting in relatively lighter armour stones. In the model studies, it has been found that for a relative breakwater spacing X/d varying from 3.33 to 4.29 between the breakwaters, the damage of a tandem Breakwater is 20% to 60% less as compared with a single breakwater for similar operating criteria. © 2003 Taylor & Francis Group, LLC. |
