<doi_batch xmlns="http://www.crossref.org/schema/4.4.0" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" version="4.4.0"><head><doi_batch_id>e1df0719-823e-4f91-916e-1900f9873038</doi_batch_id><timestamp>20220913083450011</timestamp><depositor><depositor_name>wseas:wseas</depositor_name><email_address>mdt@crossref.org</email_address></depositor><registrant>MDT Deposit</registrant></head><body><journal><journal_metadata language="en"><full_title>WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS</full_title><issn media_type="electronic">2224-3429</issn><issn media_type="print">1991-8747</issn><archive_locations><archive name="Portico"/></archive_locations><doi_data><doi>10.37394/232011</doi><resource>http://wseas.org/wseas/cms.action?id=4006</resource></doi_data></journal_metadata><journal_issue><publication_date media_type="online"><month>1</month><day>5</day><year>2022</year></publication_date><publication_date media_type="print"><month>1</month><day>5</day><year>2022</year></publication_date><journal_volume><volume>17</volume><doi_data><doi>10.37394/232011.2022.17</doi><resource>https://wseas.com/journals/mechanics/2022.php</resource></doi_data></journal_volume></journal_issue><journal_article language="en"><titles><title>Breaking Wave Simulations by a New k−l Turbulence Model</title></titles><contributors><person_name sequence="first" contributor_role="author"><given_name>Francesco</given_name><surname>Gallerano</surname><affiliation>Department of Civil, Constructional and Environmental Engineering Sapienza University of Rome Rome, ITALY</affiliation></person_name><person_name sequence="additional" contributor_role="author"><given_name>Benedetta</given_name><surname>Iele</surname><affiliation>Department of Civil, Constructional and Environmental Engineering Sapienza University of Rome Rome, ITALY</affiliation></person_name><person_name sequence="additional" contributor_role="author"><given_name>Federica</given_name><surname>Palleschi</surname><affiliation>Department of Civil, Constructional and Environmental Engineering Sapienza University of Rome Rome, ITALY</affiliation></person_name><person_name sequence="additional" contributor_role="author"><given_name>Giovanni</given_name><surname>Cannata</surname><affiliation>Department of Civil, Constructional and Environmental Engineering Sapienza University of Rome Rome, ITALY</affiliation></person_name></contributors><jats:abstract xmlns:jats="http://www.ncbi.nlm.nih.gov/JATS1"><jats:p>The three-dimensional motion equations are used to simulate the wave and velocity fields. These equations are written in integral contravariant form on a time-dependent curvilinear coordinate system. In this paper a new ?−? turbulence model in contravariant form is proposed for three-dimensional simulation of breaking waves. In this model the mixing length is defined as a function of the first and second spatial derivatives of the maximum water surface elevation.</jats:p></jats:abstract><publication_date media_type="online"><month>9</month><day>13</day><year>2022</year></publication_date><publication_date media_type="print"><month>9</month><day>13</day><year>2022</year></publication_date><pages><first_page>113</first_page><last_page>117</last_page></pages><publisher_item><item_number item_number_type="article_number">15</item_number></publisher_item><ai:program xmlns:ai="http://www.crossref.org/AccessIndicators.xsd" name="AccessIndicators"><ai:free_to_read start_date="2022-09-13"/><ai:license_ref applies_to="am" start_date="2022-09-13">https://wseas.com/journals/mechanics/2022/a305111-011(2022).pdf</ai:license_ref></ai:program><archive_locations><archive name="Portico"/></archive_locations><doi_data><doi>10.37394/232011.2022.17.15</doi><resource>https://wseas.com/journals/mechanics/2022/a305111-011(2022).pdf</resource></doi_data><citation_list><citation key="ref0"><doi>10.1016/j.ocemod.2011.12.002</doi><unstructured_citation>G. 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