{"id":56975,"date":"2017-08-25T07:08:28","date_gmt":"2017-08-25T05:08:28","guid":{"rendered":"http:\/\/www.elea.si\/portfolio\/flood-control-measures-in-the-savinja-river-basin-celje\/"},"modified":"2018-06-20T23:31:15","modified_gmt":"2018-06-20T23:31:15","slug":"flood-control-measures-in-the-savinja-river-basin-celje","status":"publish","type":"portfolio","link":"https:\/\/www.elea.si\/en\/portfolio\/flood-control-measures-in-the-savinja-river-basin-celje\/","title":{"rendered":"Flood safety management of the Savinja river basin, Celje"},"content":{"rendered":"","protected":false},"excerpt":{"rendered":"<p>The flood safety management project in the area of the Savinja river basin foresees several anti-flood measures. They include: dry catchments, inundation, pump station and energy facility, replacement of bridges, high-water reinforced-concrete walls, and embankments. Structural and stability analyses of the facilities in question were carried out in the framework of project documentation preparation and guidelines for their execution were provided.<\/p>\n<p>Dry catchments play an important role in retaining high waters and consequently have a relatively huge influence on the flow quantities of the Savinja river and its streams (Su\u0161nica, Podsev\u010dnica, Hudinja, Koprivnica, Lo\u017enica, Voglajna). Dry catchments were designed for: Su\u0161nica\u2013south, Podsev\u010dnica, Toma\u017e 1 and 2, and Ljube\u010dna. The project for the protection of the gas pipeline included an analysis of the impact of the Podsev\u010dnica dry catchment on gas pipeline M2\/1 and the impact of the buoyancy within the flooding area of the Podsev\u010dnica river area. The high-water walls are designed on the banks and prevent the flooding of high waters. 24 high-water reinforced-concrete walls were designed for this purpose.<\/p>\n","protected":false},"author":1,"featured_media":55427,"parent":0,"menu_order":160,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"portfolio_category":[97],"class_list":["post-56975","portfolio","type-portfolio","status-publish","has-post-thumbnail","hentry","portfolio_category-tunnels-and-geotechnics"],"_links":{"self":[{"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/portfolio\/56975","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/portfolio"}],"about":[{"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/types\/portfolio"}],"author":[{"embeddable":true,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/comments?post=56975"}],"version-history":[{"count":2,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/portfolio\/56975\/revisions"}],"predecessor-version":[{"id":57822,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/portfolio\/56975\/revisions\/57822"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/media\/55427"}],"wp:attachment":[{"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/media?parent=56975"}],"wp:term":[{"taxonomy":"portfolio_category","embeddable":true,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/portfolio_category?post=56975"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}