{"id":2523,"date":"2025-10-17T11:35:39","date_gmt":"2025-10-17T11:35:39","guid":{"rendered":"https:\/\/www.hydraulics.civil.upatras.gr\/?page_id=2523"},"modified":"2025-10-17T11:35:39","modified_gmt":"2025-10-17T11:35:39","slug":"hydraulic_engineering","status":"publish","type":"page","link":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/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=\"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=e4d57090-1e1b-4211-8989-b7fc1eb331ab\">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=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Projects\/?EntityID=0f49d4ba-aa79-44a9-8050-81dfeea6024c\">2009: Flow measurements and visualization in a sea-water intake physical model (Aliveri).<\/a><\/li>\n<li><a href=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Projects\/?EntityID=4a08a186-22b9-4955-a71d-32df5d19dba4\">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=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Projects\/?EntityID=a1ce2764-679d-4f87-af46-35b677c8d89e\">2007-2008: Physical model study of the hydraulic performance of the Asterios Dam spillway<\/a><\/li>\n<li><a href=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Projects\/?EntityID=70e6a8fe-3164-47d4-bd8e-edc620169f14\">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=\"http:\/\/www.www.hydraulics.civil.upatras.gr\/en\/Projects\/?EntityID=a1e5108e-46f5-404f-9be7-f496e9912deb\">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":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-2523","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/pages\/2523","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=2523"}],"version-history":[{"count":1,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/pages\/2523\/revisions"}],"predecessor-version":[{"id":2530,"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/pages\/2523\/revisions\/2530"}],"wp:attachment":[{"href":"https:\/\/www.hydraulics.civil.upatras.gr\/index.php\/wp-json\/wp\/v2\/media?parent=2523"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}