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https://idr.l1.nitk.ac.in/jspui/handle/123456789/13511Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Shirlal, K.G. | |
| dc.contributor.author | Rao, S. | |
| dc.contributor.author | Prasad, S.K.M. | |
| dc.date.accessioned | 2020-03-31T08:46:05Z | - |
| dc.date.available | 2020-03-31T08:46:05Z | - |
| dc.date.issued | 2003 | |
| dc.identifier.citation | Journal of the Institution of Engineers (India): Civil Engineering Division, 2003, Vol.84, 3, pp.159-164 | en_US |
| dc.identifier.uri | http://idr.nitk.ac.in/jspui/handle/123456789/13511 | - |
| dc.description.abstract | The concept of rubble mound breakwater and submerged reef breakwaters, operating together as a single unit, is called the tandem breakwater. The effect of the submerged reef breakwater on the stability of non-overtopping rubble mound breakwater on its leeside was investigated in the present study, The tandem breakwater was tested for two spacings between the breakwaters, ie,for 1 m and 2,5 m. For each of the spacing, the effect of water depth, wave-period and wave height on the stability of tandem breakwater was studied. In the present study, the damage level of tandem breakwater for a relative spacing varying from 2.22 to 7.14 was 10% to 40% less compared to that of a single breakwater designed to meet the same operating criteria. | en_US |
| dc.title | Stability of tandem breakwater | en_US |
| dc.type | Article | en_US |
| Appears in Collections: | 1. Journal Articles | |
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