Performance of solid and perforated U-type breakwaters under regular and irregular waves
An experimental investigation of U-type breakwaters was carried out in a laboratory channel. Both regular and irregular waves were used during testing. Two types of breakwaters such as solid and perforated were studied to analyse the porosity effect of structures. In order to investigate performance...
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Veröffentlicht in: | Ocean engineering 2004-08, Vol.31 (11), p.1377-1405 |
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description | An experimental investigation of U-type breakwaters was carried out in a laboratory channel. Both regular and irregular waves were used during testing. Two types of breakwaters such as solid and perforated were studied to analyse the porosity effect of structures. In order to investigate performance of these breakwaters for different immersion depths, four depths of immersions of the solid and perforated breakwaters were selected. Different wave groups were generated over these breakwaters, and the transmission, reflection and energy dissipation characteristics of each breakwater were determined. Three coefficients such as transmission, reflection and energy dissipation coefficients, which were named as
C
t,
C
r, and
C
l, respectively, were used during the evaluation of the test results. The most important parameters governing performance of these breakwaters were determined by using earlier investigations and experimental results. These parameters were expressed as a dimensionless group by using π theory. Based on the test results, empirical expressions were formulated to describe the
C
t,
C
r, and
C
l for different immersion depths of solid and perforated breakwaters under regular and irregular waves. |
doi_str_mv | 10.1016/j.oceaneng.2004.02.002 |
format | Article |
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C
t,
C
r, and
C
l, respectively, were used during the evaluation of the test results. The most important parameters governing performance of these breakwaters were determined by using earlier investigations and experimental results. These parameters were expressed as a dimensionless group by using π theory. Based on the test results, empirical expressions were formulated to describe the
C
t,
C
r, and
C
l for different immersion depths of solid and perforated breakwaters under regular and irregular waves.</description><identifier>ISSN: 0029-8018</identifier><identifier>EISSN: 1873-5258</identifier><identifier>DOI: 10.1016/j.oceaneng.2004.02.002</identifier><identifier>CODEN: OCENBQ</identifier><language>eng</language><publisher>Amsterdam: Elsevier Ltd</publisher><subject>Applied sciences ; Buildings. Public works ; Energy loss ; Exact sciences and technology ; Experiment ; Flume ; Hydraulic constructions ; Irregular wave ; Marine ; Port facilities and coastal structures. Lighthouses and beacons ; Regular wave ; U-type breakwater ; Wave reflection ; Wave transmission</subject><ispartof>Ocean engineering, 2004-08, Vol.31 (11), p.1377-1405</ispartof><rights>2004 Elsevier Ltd</rights><rights>2004 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c373t-f7c01164ee1597e86bc523bfd684f2d47833a1676b09775567b057046f2e93153</citedby><cites>FETCH-LOGICAL-c373t-f7c01164ee1597e86bc523bfd684f2d47833a1676b09775567b057046f2e93153</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0029801804000393$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=15984119$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>GuenaydIn, K</creatorcontrib><creatorcontrib>KabdaslI, MS</creatorcontrib><title>Performance of solid and perforated U-type breakwaters under regular and irregular waves</title><title>Ocean engineering</title><description>An experimental investigation of U-type breakwaters was carried out in a laboratory channel. Both regular and irregular waves were used during testing. Two types of breakwaters such as solid and perforated were studied to analyse the porosity effect of structures. In order to investigate performance of these breakwaters for different immersion depths, four depths of immersions of the solid and perforated breakwaters were selected. Different wave groups were generated over these breakwaters, and the transmission, reflection and energy dissipation characteristics of each breakwater were determined. Three coefficients such as transmission, reflection and energy dissipation coefficients, which were named as
C
t,
C
r, and
C
l, respectively, were used during the evaluation of the test results. The most important parameters governing performance of these breakwaters were determined by using earlier investigations and experimental results. These parameters were expressed as a dimensionless group by using π theory. Based on the test results, empirical expressions were formulated to describe the
C
t,
C
r, and
C
l for different immersion depths of solid and perforated breakwaters under regular and irregular waves.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Energy loss</subject><subject>Exact sciences and technology</subject><subject>Experiment</subject><subject>Flume</subject><subject>Hydraulic constructions</subject><subject>Irregular wave</subject><subject>Marine</subject><subject>Port facilities and coastal structures. Lighthouses and beacons</subject><subject>Regular wave</subject><subject>U-type breakwater</subject><subject>Wave reflection</subject><subject>Wave transmission</subject><issn>0029-8018</issn><issn>1873-5258</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2004</creationdate><recordtype>article</recordtype><recordid>eNqFkEtLxDAQgIMouD7-gvSit9ZJ0jx6U8QXCHpQ8BbSdCJZu-2adF3890ZX8ehpmJlvZpiPkCMKFQUqT-fV6NAOOLxUDKCugFUAbIvMqFa8FEzobTLLlabUQPUu2UtpDgBSAp-R5weMfowLOzgsRl-ksQ9dYYeuWH437IRd8VROH0ss2oj2dZ0rMRWrocNYRHxZ9TZ-8yH-Zmv7jumA7HjbJzz8ifvk6ery8eKmvLu_vr04vysdV3wqvXJAqawRqWgUatk6wXjrO6lrz7paac4tlUq20CglhFQtCAW19AwbTgXfJyebvcs4vq0wTWYRksO-z0bGVTIMGk2Z4BmUG9DFMaWI3ixjWNj4YSiYL5Fmbn5Fmi-RBpjJ2vLg8c8Fm5ztfcyuQvqbFo2uKW0yd7bhML_7HjCa5AJmr12I6CbTjeG_U5_je4w1</recordid><startdate>20040801</startdate><enddate>20040801</enddate><creator>GuenaydIn, K</creator><creator>KabdaslI, MS</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope></search><sort><creationdate>20040801</creationdate><title>Performance of solid and perforated U-type breakwaters under regular and irregular waves</title><author>GuenaydIn, K ; KabdaslI, MS</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c373t-f7c01164ee1597e86bc523bfd684f2d47833a1676b09775567b057046f2e93153</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2004</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Energy loss</topic><topic>Exact sciences and technology</topic><topic>Experiment</topic><topic>Flume</topic><topic>Hydraulic constructions</topic><topic>Irregular wave</topic><topic>Marine</topic><topic>Port facilities and coastal structures. Lighthouses and beacons</topic><topic>Regular wave</topic><topic>U-type breakwater</topic><topic>Wave reflection</topic><topic>Wave transmission</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>GuenaydIn, K</creatorcontrib><creatorcontrib>KabdaslI, MS</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Ocean engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>GuenaydIn, K</au><au>KabdaslI, MS</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Performance of solid and perforated U-type breakwaters under regular and irregular waves</atitle><jtitle>Ocean engineering</jtitle><date>2004-08-01</date><risdate>2004</risdate><volume>31</volume><issue>11</issue><spage>1377</spage><epage>1405</epage><pages>1377-1405</pages><issn>0029-8018</issn><eissn>1873-5258</eissn><coden>OCENBQ</coden><abstract>An experimental investigation of U-type breakwaters was carried out in a laboratory channel. Both regular and irregular waves were used during testing. Two types of breakwaters such as solid and perforated were studied to analyse the porosity effect of structures. In order to investigate performance of these breakwaters for different immersion depths, four depths of immersions of the solid and perforated breakwaters were selected. Different wave groups were generated over these breakwaters, and the transmission, reflection and energy dissipation characteristics of each breakwater were determined. Three coefficients such as transmission, reflection and energy dissipation coefficients, which were named as
C
t,
C
r, and
C
l, respectively, were used during the evaluation of the test results. The most important parameters governing performance of these breakwaters were determined by using earlier investigations and experimental results. These parameters were expressed as a dimensionless group by using π theory. Based on the test results, empirical expressions were formulated to describe the
C
t,
C
r, and
C
l for different immersion depths of solid and perforated breakwaters under regular and irregular waves.</abstract><cop>Amsterdam</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.oceaneng.2004.02.002</doi><tpages>29</tpages></addata></record> |
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source | Elsevier ScienceDirect Journals |
subjects | Applied sciences Buildings. Public works Energy loss Exact sciences and technology Experiment Flume Hydraulic constructions Irregular wave Marine Port facilities and coastal structures. Lighthouses and beacons Regular wave U-type breakwater Wave reflection Wave transmission |
title | Performance of solid and perforated U-type breakwaters under regular and irregular waves |
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