{"id":2552,"date":"2025-02-07T16:46:13","date_gmt":"2025-02-07T16:46:13","guid":{"rendered":"http:\/\/za.kmdot.com\/projects\/final-design-of-flood-protection-works-of-the-new-railway-line-from-giannoula-stream-to-thriassio-pedio-area-4-5-km-south-attiki-perfecture\/"},"modified":"2024-12-08T22:41:41","modified_gmt":"2024-12-08T20:41:41","slug":"final-design-of-flood-protection-works-of-the-new-railway-line-from-giannoula-stream-to-thriassio-pedio-area-4-5-km-south-attiki-perfecture","status":"publish","type":"projects","link":"https:\/\/www.z-a.gr\/el\/projects\/final-design-of-flood-protection-works-of-the-new-railway-line-from-giannoula-stream-to-thriassio-pedio-area-4-5-km-south-attiki-perfecture\/","title":{"rendered":"Final design of flood protection works of the new railway line from giannoula stream to thriassio pedio area (4.5 km), south attiki perfecture"},"content":{"rendered":"<p>This study concerned the detail design for flooding protection of the new railway from the \u201cMauri Hora\u201d tunnel exit to Giannoula stream and the entrance at Thriassio Pedio Station (4.5 km long). Additionally to the above, ten new culverts were studied in order to protect the railway line from flooding from the upstream catchment areas. The following culverts were studied: Box-shaped Drain 5,00 x 4,00 m STA. 22+403,41, Circular Drain D = 1,20 m STA. 22+554,97, Circular Drain D = 1,20 m STA. 22+743,43, Circular Drain D = 1,20 m STA. 22+808,38, Circular Drain D = 1,20 m STA. 22+941,85, Box-shaped Drain 3,00 x 3,00 m STA. 23+083,84, Circular Drain D = 1,20 m STA. 23+220,14, Box-shaped Drain 3,00 x 2,00 m STA. 24+366,09, Box-shaped Drain 3,00 x 3,00 m STA. 24+507,57, Circular Drain D = 1,20 m STA. 24+749,19. The above ten culverts have been already constructed.<br \/>\nThis study concerned the detail design for flooding protection of the new railway from the \u201cMauri Hora\u201d tunnel exit to Giannoula stream and the entrance at Thriassio Pedio Station (4.5 km long). Additionally to the above, ten new culverts were studied in order to protect the railway line from flooding from the upstream catchment areas. The above ten culverts have been already constructed.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>This study concerned the detail design for flooding protection of the new railway from the \u201cMauri Hora\u201d tunnel exit to Giannoula stream and the entrance at Thriassio Pedio Station (4.5 km long). Additionally to the above, ten new culverts were studied in order to protect the railway line from flooding from the upstream catchment areas. [&hellip;]<\/p>\n","protected":false},"author":4,"featured_media":0,"template":"","meta":{"_acf_changed":false,"footnotes":""},"project-category":[],"country":[146],"project-tag":[162],"class_list":["post-2552","projects","type-projects","status-publish","hentry","country-greece","project-tag-storm-water-networks-and-flood-prevention"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v24.0 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Final design of flood protection works of the new railway line from giannoula stream to thriassio pedio area (4.5 km), south attiki perfecture - ZA<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.z-a.gr\/projects\/final-design-of-flood-protection-works-of-the-new-railway-line-from-giannoula-stream-to-thriassio-pedio-area-4-5-km-south-attiki-perfecture\/\" \/>\n<meta property=\"og:locale\" content=\"el_GR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Final design of flood protection works of the new railway line from giannoula stream to thriassio pedio area (4.5 km), south attiki perfecture - ZA\" \/>\n<meta property=\"og:description\" content=\"This study concerned the detail design for flooding protection of the new railway from the \u201cMauri Hora\u201d tunnel exit to Giannoula stream and the entrance at Thriassio Pedio Station (4.5 km long). Additionally to the above, ten new culverts were studied in order to protect the railway line from flooding from the upstream catchment areas. 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