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Sliding stability analysis of emerged quarter circle breakwater with varying seaside perforations
NOPR - NISCAIR Online Periodicals Repository
View Archive Info| Field | Value | |
| Title |
Sliding stability analysis of emerged quarter circle breakwater with varying seaside perforations
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| Creator |
Binumol, S
Rao, Subba Hegde, Arkal Vittal |
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| Subject |
Quarter circle breakwater
Stability parameter Wave steepness Relative water depth and perforations |
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| Description |
1428-1435
In the present study, an attempt has been made to study the sliding stability of seaside perforated Quarter circle breakwater (QBW) models. Experiments were conducted in a 2D monochromatic wave flume to study the minimum (critical) weight required to resist the sliding of emerged seaside perforated quarter circle breakwater models with radius 0.55 m and ratio of spacing to diameter of perforations (S/D) equal to 2, 2.5, 3, 4 and 5. From the results it was observed that the non-dimensional stability parameter (W/γHi2) is always decreasing with the increase in wave steepness, Hi/gT2, but increasing with increase in ratio of water depth to height of the breakwater structure or relative water depth (d/hs) and S/D. Minimum W/γHi2 was observed corresponding to S/D=2.5 and d/hs= 0.569. |
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| Date |
2017-06-14T05:17:11Z
2017-06-14T05:17:11Z 2017-07 |
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| Type |
Article
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| Identifier |
0975-1033 (Online); 0379-5136 (Print)
http://nopr.niscair.res.in/handle/123456789/42234 |
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| Language |
en_US
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| Rights |
 CC Attribution-Noncommercial-No Derivative Works 2.5 India
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| Publisher |
NISCAIR-CSIR, India
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| Source |
IJMS Vol.46(07) [July 2017]
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