{"id":4834,"date":"2001-10-24T09:06:39","date_gmt":"2001-10-24T09:06:39","guid":{"rendered":"https:\/\/www.svasek.nl\/project\/verification-of-the-zeedelta-model\/"},"modified":"2023-10-24T09:10:55","modified_gmt":"2023-10-24T09:10:55","slug":"verification-of-the-zeedelta-model","status":"publish","type":"project","link":"https:\/\/www.svasek.nl\/en\/project\/verification-of-the-zeedelta-model\/","title":{"rendered":"Verification of the Zeedelta model"},"content":{"rendered":"<p>For the management of the Dutch Waterways, a comprehensive set of models is made by the Dutch government. The WAQUA..<\/p>\n","protected":false},"featured_media":4829,"template":"","tags":[],"project_category":[22,35],"class_list":["post-4834","project","type-project","status-publish","has-post-thumbnail","hentry","project_category-currents-en","project_category-waqua-en"],"acf":{"download_pdf_button":"","download_pdf_button_en":"","project_info":{"left":{"diensten":"Setting up parallel calculations on UNITE parallel computer","opdrachtgever":"Rijkswaterstaat","locatie":"Dutch Delta","datum":"2002"},"right":{"google_map":{"address":"Q6F9+3P Goudswaard, Netherlands","lat":51.77269117157376,"lng":4.219305367578126,"zoom":10,"place_id":"GhIJGPSUi-fiSUARRFhDmJHgEEA","city":"Goudswaard","state":"South Holland","state_short":"ZH","country":"Netherlands","country_short":"NL"}}},"content":{"title":"","text":"For the management of the Dutch Waterways, a comprehensive set of models is made by the Dutch government. The WAQUA\/TRIWAQ numerical flow program is used to compute 2DH\/3D hydraulics, salinity profiles and particle tracks.\r\n\r\nCalculation times can be significantly reduced in the recent updated parallel version of the TRIWAQ\u00a0(3D) program using domain decomposition in both the vertical and horizontal plane. This means that it is possible to calculate very extensive models with a sufficient number of vertical layers for a long period of time.\r\n\r\nFor this project Sva\u0161ek Hydraulics has verified the latest version of the Zeedelta model by a quantitative comparison of the model results with water level, current and salinity measurements with four different river discharges as boundary conditions.\r\n\r\nThe measurements used are from fixed stations and from one comprehensive measurement campaign in the Haringvliet. The verification of the model is emphasised on the influence of the salt intrusion in the Nieuwe Waterweg and the Haringvliet estuary.\r\n\r\nThe calculations have been carried out at the Unite parallel super computer facility in Amsterdam (SARA)."},"slider":[{"image":4831,"video":""},{"image":4829,"video":""},{"image":4833,"video":""}],"expert_guy":{"left":{"title":"MORE INFORMATION?","content":"Please contact Sam Bom.","linkedin_link":"https:\/\/www.linkedin.com\/in\/sambom\/","email":"bom@svasek.nl"},"right":{"title":"Sam Bom","designation":"Projectleader","photo":1307}},"cta":{"title":"MORE INFORMATION ABOUT SVA\u0160EK OR OUR EXPERTISES?","text":"Please contact us or make an appointment.","link":{"title":"CONTACT US","url":"https:\/\/www.svasek.nl\/en\/contact\/","target":""}},"custom_links":{"linked_url":""},"hide":""},"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/www.svasek.nl\/en\/wp-json\/wp\/v2\/project\/4834","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.svasek.nl\/en\/wp-json\/wp\/v2\/project"}],"about":[{"href":"https:\/\/www.svasek.nl\/en\/wp-json\/wp\/v2\/types\/project"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.svasek.nl\/en\/wp-json\/wp\/v2\/media\/4829"}],"wp:attachment":[{"href":"https:\/\/www.svasek.nl\/en\/wp-json\/wp\/v2\/media?parent=4834"}],"wp:term":[{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.svasek.nl\/en\/wp-json\/wp\/v2\/tags?post=4834"},{"taxonomy":"project_category","embeddable":true,"href":"https:\/\/www.svasek.nl\/en\/wp-json\/wp\/v2\/project_category?post=4834"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}