Effectiveness of low-crested (submerged) breakwater in wave attenuation
Nowadays, submerged offshore breakwater has been constructed widely all over the world as one of the coastal protection scheme. The main purpose is to attenuate incoming wave and thus alter the wave condition on the lee side. This research deals with low crested (submerged) offshore breakwater. T...
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my-utp-utpedia.162017-01-25T09:43:25Z http://utpedia.utp.edu.my/16/ Effectiveness of low-crested (submerged) breakwater in wave attenuation Mohd Ayub Mohd Yaakob, Mohd Ayub TA Engineering (General). Civil engineering (General) Nowadays, submerged offshore breakwater has been constructed widely all over the world as one of the coastal protection scheme. The main purpose is to attenuate incoming wave and thus alter the wave condition on the lee side. This research deals with low crested (submerged) offshore breakwater. The objectives of this research are to find out the relationship between the variables of factors affecting wave attenuation and to produce a well research in producing an effective and optimum design of submerged offshore breakwaters. In this report, the author has outlined the methodology on how the research has been conducted in the laboratory followed by the analysis of the results and comparisons with the previous researchers. This research is focused mainly on two variables that affect the wave attenuation which are depth of submergence and crest width of the structure. The result shows that these two variables do have effect on the wave attenuation where their relationships are the wave attenuation is inversely proportional with the crest width while the wave attenuation is directly proportional with the relative crest elevation. 2010 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/16/1/0001.pdf Mohd Ayub Mohd Yaakob, Mohd Ayub (2010) Effectiveness of low-crested (submerged) breakwater in wave attenuation. UNSPECIFIED. (Submitted) |
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TA Engineering (General). Civil engineering (General) Mohd Ayub Mohd Yaakob, Mohd Ayub Effectiveness of low-crested (submerged) breakwater in wave attenuation |
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Nowadays, submerged offshore breakwater has been constructed widely all over the
world as one of the coastal protection scheme. The main purpose is to attenuate
incoming wave and thus alter the wave condition on the lee side. This research deals
with low crested (submerged) offshore breakwater. The objectives of this research
are to find out the relationship between the variables of factors affecting wave
attenuation and to produce a well research in producing an effective and optimum
design of submerged offshore breakwaters. In this report, the author has outlined the
methodology on how the research has been conducted in the laboratory followed by
the analysis of the results and comparisons with the previous researchers. This
research is focused mainly on two variables that affect the wave attenuation which are
depth of submergence and crest width of the structure. The result shows that these
two variables do have effect on the wave attenuation where their relationships are the
wave attenuation is inversely proportional with the crest width while the wave
attenuation is directly proportional with the relative crest elevation. |
format |
Final Year Project |
author |
Mohd Ayub Mohd Yaakob, Mohd Ayub |
author_facet |
Mohd Ayub Mohd Yaakob, Mohd Ayub |
author_sort |
Mohd Ayub Mohd Yaakob, Mohd Ayub |
title |
Effectiveness of low-crested (submerged) breakwater in wave attenuation |
title_short |
Effectiveness of low-crested (submerged) breakwater in wave attenuation |
title_full |
Effectiveness of low-crested (submerged) breakwater in wave attenuation |
title_fullStr |
Effectiveness of low-crested (submerged) breakwater in wave attenuation |
title_full_unstemmed |
Effectiveness of low-crested (submerged) breakwater in wave attenuation |
title_sort |
effectiveness of low-crested (submerged) breakwater in wave attenuation |
publishDate |
2010 |
url |
http://utpedia.utp.edu.my/16/1/0001.pdf http://utpedia.utp.edu.my/16/ |
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1739830626733785088 |
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13.211869 |