{"id":2522,"date":"2025-10-17T11:34:57","date_gmt":"2025-10-17T11:34:57","guid":{"rendered":"https:\/\/www.hydraulics.civil.upatras.gr\/?page_id=2522"},"modified":"2025-10-17T11:34:57","modified_gmt":"2025-10-17T11:34:57","slug":"turbulent_flow","status":"publish","type":"page","link":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/turbulent_flow\/","title":{"rendered":"Turbulent Flow"},"content":{"rendered":"<p>Turbulent statistics and flow structures in steady or oscillatory boundary layer over flat or wavy bed. <a href=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Services\/ComputSimulation\/\">Numerical simulation<\/a> based on LES or RANS.<\/p>\n<p><strong>Recent Publications:<\/strong><\/p>\n<ul>\n<li>Grigoriadis, D.G.E., Balaras, E., and Dimas, A.A., 2009. \u00abLarge-Eddy Simulations of Unidirectional Water Flow Over Dunes\u00bb. J. Geophysical Research, accepted.<\/li>\n<li>Dimas, A.A., Fourniotis, N.T., Vouros, A., and Demetracopoulos, A.C., 2008. \u201cEffect of Bed Dunes on Spatial Development of Open-Channel Flow\u201d. J. Hydraulic Research (IAHR), 46, 802-813.<\/li>\n<li>Dimas, A.A., Mowili, B.M., and Piomelli, U., 2003. \u201cLarge-Eddy Simulation of Subcritical Transition in an Attachment-Line Boundary Layer\u201d. Computers and Mathematics with Applications, 46, 571-589.<\/li>\n<\/ul>\n<p>Projects:<\/p>\n<ul>\n<li><a href=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Projects\/?EntityID=97ce7e52-be01-44de-a292-f0d0e1f8c14a\">2013-2017: SEDITRANS &#8211; Sediment transport in fluvial, estuarine and coastal environment<\/a><\/li>\n<li><a href=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Projects\/?EntityID=b62f00dd-c1e7-490a-9d6d-1f60ca6b78cc\">2012-2015: SIMUCOAST &#8211; High Performance Computing for Three-Dimensional Simulation of Coastal Processes<\/a><\/li>\n<li><a href=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Projects\/?EntityID=27647163-854e-4da9-b2f9-165148b15fda\">2005-2007: Numerical simulation and experimental validation of turbulent flow induced by waves in a coastal zone with wavy bed morphology<\/a><\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>Turbulent statistics and flow structures in steady or oscillatory boundary  [&#8230;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-2522","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/pages\/2522","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/comments?post=2522"}],"version-history":[{"count":1,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/pages\/2522\/revisions"}],"predecessor-version":[{"id":2529,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/pages\/2522\/revisions\/2529"}],"wp:attachment":[{"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/media?parent=2522"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}