{"id":1813,"date":"2023-12-07T11:43:36","date_gmt":"2023-12-07T11:43:36","guid":{"rendered":"https:\/\/gfpn.hr\/?page_id=1813"},"modified":"2025-12-09T09:08:43","modified_gmt":"2025-12-09T09:08:43","slug":"akumulacija-dola-vukovar","status":"publish","type":"page","link":"https:\/\/gfpn.hr\/en\/akumulacija-dola-vukovar\/","title":{"rendered":"AKUMULACIJA DOLA \u2013 VUKOVAR"},"content":{"rendered":"
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\n\t\t\t\t\tAKUMULACIJA DOLA - VUKOVAR\t\t\t\t<\/h1>\n\t\t\t\t\t<\/div>\n\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Akumulacija Dola jedna je od ukupno tri predvi\u0111ene akumulacije definirane studijom \u201eStudija
ure\u0111enja sliva rijeke Dunav na podru\u010dju grada Vukovara\u201c, Institut za elektroprivredu\u00a0i energetiku <\/span>d.d., (travanj 2009 g.).<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Category<\/div>\nArchitecture & Design\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Start<\/div>\n09\/04\/23\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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End<\/div>

14\/06\/23<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Budget<\/div>

$10,000<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Glavni projekt Akumulacije Dola se sastoji od 4 mape: projekt akumulacije,
projekt brane, projekt pozajmi\u0161ta i projekt za\u0161tite pokosa akumulacije. Glavnim projektom je<\/p>\n

predvi\u0111ena izgradnja pregradnog mjesta u km 0+740 potoka Dola tj. Pritoka Sudoperica (brdski dio
sliva rijeke Vuke), oko 200 m uzvodno postoje\u0107e ceste Vukovar \u2013 Bogdanovci. Pregradno mjesto je
homogena nasuta brana visine oko 9 m od postoje\u0107eg terena.<\/p>

Nasutom branom preljevom na koti 94.25 m n.m. ostvarit \u0107e se koristan volumen od oko 150 000 m3
na povr\u0161ini od oko 5.5 ha. Kao najprikladnije rje\u0161enje za samu branu predvi\u0111ena je nasuta
konstrukcija za koju se dio materijala mo\u017ee prona\u0107i u neposrednoj blizini- iskopom obodnog puta po
lijevoj strani akumulacije.<\/p>

Projektom je tako\u0111er predvi\u0111eno pozajmi\u0161te materijala koje se nalazi nizvodno postoje\u0107eg korita. Za
dreniranje i stabilnost brane predvi\u0111ena je izvedba sredi\u0161nje drena\u017ene jezgre i horizontalnog
drena\u017enog sloja iznad razine terena. Temeljenje brane zahtijeva zamjenu povr\u0161inskog sloja
muljevitog tresetnog materijala do nosive podloge na dubini od oko 5 m. Evakuacijske gra\u0111evine
\u010dine temeljni ispust i preljev. Temeljni ispust predvi\u0111en je od \u010deli\u010dne cijevi promjera \u00d8 700 smje\u0161tene
u lijevoj komori betonske galerije dimenzija 2,0×2,0 m. Predvi\u0111ena je ugradnja 2 zasuna- glavnog
(okruglog, za reguliranje nivoa u akumulaciji) i hazardnog (plosnatog, za potpuno zatvaranje u slu\u010daju
potrebe). Preljev je \u010deonog tipa, smje\u0161ten na lijevoj strani tijela brane. Na preljevnu gra\u0111evinu se
nastavlja brzotok po nizvodnoj strani brane. Na kraju brzotoka je slapi\u0161te preljeva, koje slu\u017ei za
umirivanje vodnog skoka. Kruna brane slu\u017ei kako bi se preko nje osigurao pristup evakuacijskim
gra\u0111evinama (preljevu i temeljnom ispustu) te omogu\u0107ilo kretanje strojeva i vozila za odr\u017eavanje
kako u zavr\u0161noj fazi izgradnje tako i u fazi eksploatacije brane i akumulacije.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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KONTAKTIRAJTE NAS<\/p>\n\t\t\t\n\t\t\t\t\t\t\t

\n\t\t\t\t\tObratite nam se s povjerenjem\t\t\t\t<\/h2>\n\t\t\t\t\t<\/div>\n\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Kontaktirajte nas za sve geotehni\u010dke potrebe, uklju\u010duju\u0107i izradu programa, nadzor radova, insitu ispitivanja te izradu detaljnih izvje\u0161taja.<\/p><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Home\/ AKUMULACIJA DOLA – VUKOVAR Akumulacija Dola jedna je od ukupno tri predvi\u0111ene akumulacije definirane studijom \u201eStudijaure\u0111enja sliva rijeke Dunav na podru\u010dju grada Vukovara\u201c,…<\/p>","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-1813","page","type-page","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/gfpn.hr\/en\/wp-json\/wp\/v2\/pages\/1813","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/gfpn.hr\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/gfpn.hr\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/gfpn.hr\/en\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/gfpn.hr\/en\/wp-json\/wp\/v2\/comments?post=1813"}],"version-history":[{"count":19,"href":"https:\/\/gfpn.hr\/en\/wp-json\/wp\/v2\/pages\/1813\/revisions"}],"predecessor-version":[{"id":2542,"href":"https:\/\/gfpn.hr\/en\/wp-json\/wp\/v2\/pages\/1813\/revisions\/2542"}],"wp:attachment":[{"href":"https:\/\/gfpn.hr\/en\/wp-json\/wp\/v2\/media?parent=1813"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}