{"id":1185,"date":"2024-05-06T15:19:22","date_gmt":"2024-05-06T15:19:22","guid":{"rendered":"https:\/\/www.hydraulics.civil.upatras.gr\/?p=1185"},"modified":"2026-01-06T19:25:08","modified_gmt":"2026-01-06T19:25:08","slug":"hydraulic-engineering","status":"publish","type":"post","link":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/2024\/05\/06\/hydraulic-engineering\/","title":{"rendered":"Hydraulic Engineering"},"content":{"rendered":"<p>Flow in conduits or open channels, as well as in natural streams. Flow behavior in hydraulic works. <a href=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Services\/ComputSimulation\/\">Numerical simulation<\/a> based on LES or RANS. Laboratory measurements in <a href=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Services\/LabMeasurements\/\">physical models<\/a>.<\/p>\n<p><strong>Recent Publications:<\/strong><\/p>\n<ul>\n<li>Grigoridis, 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>Yannopoulos, P.C., Demetracopoulos A.C., and Hadjitheodorou C., 2008, \u201cQuick Method for Open-Channel Discharge Measurements Using Air Bubbles\u201d. Hydr. Eng. (ASCE), 134(6).<\/li>\n<li>Demetracopoulos A.C. and Hadjitheodorou C., 1996. \u201cSeepage from Surface Canals by Boundary Element Method\u201d. J. Irrig. Drainage Eng. (ASCE), 122(1).<\/li>\n<\/ul>\n<p>Projects:<\/p>\n<ul>\n<li><a href=\"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/2013-2017-seditrans-sediment-transport-in-fluvial-estuarine-and-coastal-environment\/\">2013-2017: SEDITRANS &#8211; Sediment transport in fluvial, estuarine and coastal environment<\/a><\/li>\n<li><a href=\"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/physical-model-study-of-flow-behavior-in-the-hydraulic-junction-structure-at-location-0400-along-diakoniaris-river\/\">2013: Physical model study of flow behavior in the hydraulic junction structure at location 0+400 along Diakoniaris river<\/a><\/li>\n<li><a href=\"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/2009-flow-measurements-and-visualization-in-a-sea-water-intake-physical-model-aliveri\/\">2009: Flow measurements and visualization in a sea-water intake physical model (Aliveri).<\/a><\/li>\n<li><a href=\"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/2008-2009-investigation-of-potential-impact-especially-on-sediment-transport-due-to-aggregate-extraction-from-five-semi-mountainous-streams\/\">2008-2009: Investigation of potential impact, especially on sediment transport, due to aggregate extraction from five semi-mountainous streams.<\/a><\/li>\n<li><a href=\"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/2007-2008-physical-model-study-of-the-hydraulic-performance-of-the-asterios-dam-spillway-2\/\">2007-2008: Physical model study of the hydraulic performance of the Asterios Dam spillway<\/a><\/li>\n<li><a href=\"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/2007-2008-laboratory-investigation-on-the-effectiveness-of-energy-dissipation-devices-in-open-channel-flow-with-steep-slope-bed\/\">2007-2008: Laboratory investigation on the effectiveness of energy dissipation devices in open channel flow with steep slope bed.<\/a><\/li>\n<li><a href=\"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/2006-investigation-of-water-flow-characteristics-in-hydraulic-model-of-sea-water-intake-agios-nikolaos\/\">2006: Investigation of water flow characteristics in hydraulic model of sea-water intake (Agios Nikolaos).<\/a><\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>Flow in conduits or open channels, as well as in  [&#8230;]<\/p>\n","protected":false},"author":1,"featured_media":2229,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[5],"tags":[],"class_list":["post-1185","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-investment"],"_links":{"self":[{"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/posts\/1185","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/types\/post"}],"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=1185"}],"version-history":[{"count":4,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/posts\/1185\/revisions"}],"predecessor-version":[{"id":2744,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/posts\/1185\/revisions\/2744"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/media\/2229"}],"wp:attachment":[{"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/media?parent=1185"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/categories?post=1185"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/tags?post=1185"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}