{"id":41909,"date":"2012-06-13T16:00:54","date_gmt":"2012-06-13T14:00:54","guid":{"rendered":"https:\/\/sandzakpress.net\/arhiva\/?p=41909"},"modified":"2012-06-13T16:01:53","modified_gmt":"2012-06-13T14:01:53","slug":"tehnicki-i-graditeljski-detalji-buduce-hidroelektrane-brodarevo-2-profil-lucice","status":"publish","type":"post","link":"https:\/\/sandzakpress.net\/arhiva\/tehnicki-i-graditeljski-detalji-buduce-hidroelektrane-brodarevo-2-profil-lucice\/","title":{"rendered":"Tehni\u010dki i graditeljski detalji budu\u0107e Hidroelektrane “Brodarevo 2”"},"content":{"rendered":"

\"\"<\/a>Prijepolje – Tehni\u010dki i graditeljski detalji budu\u0107e Hidroelektrane “Brodarevo 2” – profil “Lu\u010dice”.<\/strong><\/p>\n

Polo\u017eaj i obuhvat brane<\/span><\/strong><\/p>\n

Polo\u017eaj hidroelektrane “Brodarevo 2” i pregradnog profila “Lu\u010dice” je odre\u0111en optimizacijom hidroenergetskog kori\u0161\u0107enja razmatranog obuhvata reke Lim, definisanog Energetskom dozvolom i prethodnom Studijom opravdanosti sa Generalnim projektom za izgradnju HE “Brodarevo 1” i HE “Brodarevo 2”, koji obuhvata potez od granice sa Republikom Crnom Gorom (najuzvodniji profil) do mesta Lu\u010dice (najnizvodniji profil).<\/p>\n

Polo\u017eaj hidroelektrane “Brodarevo 2” i pregradnog profila “Lu\u010dice” definisan je uzvodno u odnosu na pregradni profil “Junakovina”, to jest na oko 10 km uzvodno u odnosu na Prijepolje. Pregradni profil “Lu\u010dice” nalazi se na koordinatama H=7 394 840.30; Y=4 796 591.62. Zauzima delove kp. broj 1629, 1630, 1633\/2,1633\/1, 1634, 1636\/1, 1637, 1638, 1639, 1640, 1641 i 2043 KO Divci i delove kp. broj 183\/1, 439, 444 KO Gra\u010danica.<\/p>\n

<\/em><\/strong><\/p>\n

Tehni\u010dke karakteristike brane<\/strong><\/span><\/em><\/p>\n

Sve tehni\u010dke karakteristike koje se odnose na HE “Brodarevo 2” preuzete su iz “Prethodne studije opravdanosti sa Generalnim projektom za izgradnju HE “Brodarevo 1” i HE “Brodarevo 2”, koje je izradio “Energoprojekt-Hidroin\u017eenjering” Beograd, kao i iz dostavljenih podataka od strane investitora i projektanata.<\/p>\n

Objekti koji ulaze u sastav HE “Brodarevo 2” su: brana kojom se formira akumulacija, evakuacioni organi u toku gradnje, evakuacioni organi tokom eksploatacije, ma\u0161inski deo, riblja prevodnica i stalni pristupni putevi.<\/p>\n

Predvi\u0111ena je izgradnja gravitacione betonske brane. Kruna brane je na koti 490,40 m.n.v., a \u0161irina u kruni je 8,00 m. Brana se sastoji od prelivnog i neprelivnog dela u kruni ukupne du\u017eine 243,7 m. Neprelivni deo na levoj obali i na desnoj obali razdvaja prelivni deo brane koji je du\u017eine 38,80 m. Kroz branu je predvi\u0111ena posebno injekciona, a posebno drena\u017ena galerija. Maksimalna visina brane je 45,95 m.<\/p>\n

Kriterijum za dimenzionisanje evakuacionih organa u toku gradnje je proticaj velike vode povratnog perioda pet godina, sa intervalom poverenja 95%, Q20%=645 m\u00b3\/s.<\/p>\n

Evakuacija vode u toku gradnje realizuje se izgradnjom opto\u010dnog kanala, koji je predvi\u0111en za skretanje re\u010dnog toka, kao i faznom izgradnjom uzvodnog i nizvodnog zagata. U prvoj fazi, re\u010dni tok se skre\u0107e opto\u010dnim kanalom, a zagati (uzvodni i nizvodni) \u0161tite temeljnu jamu za izgradnju levog neprelivnog dela brane, prelivni deo brane i deo brane sa ma\u0161inskom zgradom. U drugoj fazi re\u010dni tok se vra\u0107a u prirodno korito i propu\u0161ta se na brani kroz dva otvora predvi\u0111ena za potopljene prelive, a opto\u010dni kanal se zatvara i gradi se desni neprelivni deo brane. Kanal je trapeznog popre\u010dnog preseka. Nakon izgradnje prve faze, opto\u010dni kanal se zatvara nasipom na uzvodnom delu i ru\u0161e se uzvodni i nizvodni zagat a voda se evakui\u0161e kroz potopljene prelive. Potom se prelazi na realizaciju druge faze kojom se gradi desni gravitacioni deo brane.<\/p>\n

Za evakuaciju vode u toku eksploatacije predvi\u0111ena su \u010detiri prelivna polja kontrolisana segmetnim ustavama i slapi\u0161te za umirenje energije. Svi objekti su dimenzionisani na hiljadugodi\u0161nju veliku vodu, intervala poverenja 95%, Q0.1%= 2.290 m\u00b3\/s.<\/p>\n

Od \u010detiri prelivna polja, dva su povr\u0161inska i dva potopljena preliva, svi iste \u0161irine od 7,20 m. Ukupna \u0161irina prelivnog betonskog bloka u okviru tela betonske gravitacione brane je 38,80 m. Izme\u0111u prelivnih polja su stubovi \u0161irine 2,00 m.<\/p>\n

Slapi\u0161te je dimenzionisano na hiljadugodi\u0161nju veliku vodu kao i preliv. Usvojeno je slapi\u0161te USBR tip III. Du\u017eina slapi\u0161ta je 44,50 m a \u0161irina 34,80 m. Kota dna slapi\u0161ta je 450,00 m.n.v.. Krilni zidovi preliva su na koti 471,00 m.n.v. S obzirom da se radi o skra\u0107enom tipu slapi\u0161ta (u odnosu na klasi\u010dno) u uzvodnom i sredi\u0161njem delu slapi\u0161ta su predvi\u0111eni zubi koji slu\u017ee da razbijaju prelivni mlaz. Visina zuba je 4,30 m.<\/p>\n

Hidroelektrana, zajedno sa prelivnim i neprelivnim delovima, \u010dini telo brane. Hidroelektrana ima tri agregata, dva instalisanog proticaja 60 m\u00b3\/s i jedan od 30 m\u00b3\/s koji slu\u017ei za hidroenergetsko iskori\u0161\u0107enje minimalnog odr\u017eivog protoka od 10,3 m\u00b3\/s. Ukupan instalisani proticaj hidroelektrane je 150 m\u00b3\/s. Svi agregati imaju turbine tipa Kaplan.<\/p>\n

Ma\u0161inska zgrada ima \u010detiri nivoa. Najni\u017ei nivo omogu\u0107ava ulaz u turbinsku spiralu. Iznad njega je turbinski nivo na kom je predvi\u0111en izlaz na poklopac turbine. Naredni nivo je generatorski. Na najvi\u0161em nivou je predvi\u0111ena komandna soba za upravljanje hidroelektranom i ostale pomo\u0107ne prostorije. U aneksu ma\u0161inske zgrade je predvi\u0111en monta\u017eni prostor za potrebe monta\u017ee opreme u vreme gradnje, teku\u0107eg odr\u017eavanja i remonta agregata. Za potrebe unutra\u0161njeg transporta opreme je predvi\u0111en mostni kran unutar ma\u0161inske zgrade.<\/p>\n

Na nizvodnom platou je predvi\u0111eno postavljanje dva transformatora (jedan radni za HE “Lu\u010dice” i jedan rezervni za obe hidroelektrane)<\/p>\n

Razvodno postrojenja je na desnoj obali reke.<\/p>\n

Uz gravitacioni blok brane predvi\u0111ena je izgradnja riblje prevodnice kojom bi se omogu\u0107ila migracija riba u vreme mresta<\/p>\n

Predvi\u0111en je stalni pristupni put kruni brane na levoj obali na koti 490,40 m.n.v. kojim se prelazi na drugu obalu. Sa desne obale se prilazi razvodnom postrojenju i monta\u017enom prostoru ma\u0161inske zgrade. Stalni pristupni put se uklju\u010duje na postoje\u0107i profil dr\u017eavnog puta I reda broj 21 (Prijepolje \u2013 Bijelo Polje), za koji je na ovom potezu predvi\u0111eno izme\u0161tanje.<\/p>\n

Polo\u017eaj i obuhvat akumulacije<\/span><\/strong><\/p>\n

Profil HE “Brodarevo 2” na profilu “Lu\u010dice” nalazi se desetak kilometara uzvodno od grada Prijepolja, pored samog postoje\u0107eg dr\u017eavnog puta I reda broj 21 (Prijepolje \u2013 Bijelo Polje), preko koga se ostvaruje veza sa svim drugim putevima u regionu. U neposrednoj blizini desne obale akumulacije prolazi \u017eelezni\u010dka pruga Beograd \u2013 Bar.<\/p>\n

Uzvodno od betonske gravitacione brane formira se akumulaciono jezero “Brodarevo 2 \u2013 Lu\u010dice”. Pogodnost na profilu “Lu\u010dice” predstavljaju blage kosine obala i lak pristup brani i akumulaciji, uz ostvaren uslov prirodnog re\u017eima te\u010denja reke Lim u zoni naselja Brodarevo.<\/p>\n

Akumulacija Lu\u010dice obuhvata prostor slede\u0107ih katastarskih op\u0161tina u op\u0161tini Prijepolje: KO Brodarevo, KO Zavinogra\u0111e, KO Grobnice, KO Potkr\u0161, KO Donji Stranjani, KO Kru\u0161evo, KO Divci, KO Gra\u010danica, u povr\u0161ini 127,72 ha.<\/p>\n

<\/strong><\/p>\n

Tehni\u010dke karakteristike akumulacije<\/span><\/strong><\/p>\n

Sve tehni\u010dke karakteristike koje se odnose na akumulaciju “Brodarevo 2” preuzete su iz “Predhodne studije opravdanosti sa generalnim projektom za izgradnju HE “Brodarevo 1” i HE “Brodarevo 2”, koje je izradio “Energoprojekt-Hidroin\u017eenjering” Beograd, kao i iz dostavljenih podataka od strane investitora i projektanata.<\/p>\n

Podizanjem brane na profilu “Lu\u010dice” formira se akumulacija sa kotom normalnog uspora 488,00 m.n.v. Ukupna du\u017eina akumulacije je oko 10,50 km, a zapremina 10.358 hm\u00b3, sa povr\u0161inom akumulacije od 103.61 ha na koti normalnog uspora. Kota dna akumulacije je 459,78 m.n.v. a maksimalna visina brane je 45,95 m. Kota minimalnog radnog nivoa je 478,00 m.n.v., a do kote normalnog uspora se obezbe\u0111uje korisna zapremina od 7.208 hm\u00b3. Regulaciona linija akumulacije je na koti 490,40 m.n.v.<\/p>\n

Dodatne obaveze<\/span><\/strong><\/p>\n

Na podru\u010dju zone potapanja akumulacije “Lu\u010dice” registrovana su \u010detiri doma\u0107instva, 14 objekata (dva privredna objekta \u2013 klanica i farma koka nosilja, a ostali su stambeni i pomo\u0107ni objekti), kao i groblje sa 27 grobnih mesta;<\/p>\n

Ukupna povr\u0161ina gra\u0111evinskih objekata je 2.120 m\u00b2.<\/p>\n

Za potrebe realizacije akumulacije Lu\u010dice, na podru\u010dju zone potapanja potrebno je:<\/p>\n

\u2013 izvr\u0161iti raseljavanje i\/ili obezbe\u0111enje naknade\/zamene materijalnih dobara;<\/p>\n

\u2013 sprovesti ru\u0161enje stambenih, privrednih i pomo\u0107nih objekata;<\/p>\n

\u2013 formirati novo groblje po propisima za ovu namenu i kapacitetom za minimum 20 godina i izvr\u0161iti raseljavanje postoje\u0107eg groblja na novu lokaciju;<\/p>\n

\u2013 sprovesti trajnu promenu namene zemlji\u0161ta radi privo\u0111enja javnoj nameni na 71,19 ha zemlji\u0161ta.<\/p>\n

Izvor: Ekapija.com<\/strong><\/p>\n","protected":false},"excerpt":{"rendered":"

Prijepolje – Tehni\u010dki i graditeljski detalji budu\u0107e Hidroelektrane “Brodarevo 2” – profil “Lu\u010dice”. Polo\u017eaj i obuhvat brane Polo\u017eaj hidroelektrane “Brodarevo 2” i pregradnog profila “Lu\u010dice” je odre\u0111en optimizacijom hidroenergetskog kori\u0161\u0107enja razmatranog obuhvata reke Lim, definisanog Energetskom dozvolom i prethodnom Studijom opravdanosti sa Generalnim projektom za izgradnju HE “Brodarevo 1” i HE “Brodarevo 2”, koji obuhvata […]<\/p>\n","protected":false},"author":14,"featured_media":41911,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[3,392,8957],"tags":[],"class_list":{"0":"post-41909","1":"post","2":"type-post","3":"status-publish","4":"format-standard","5":"has-post-thumbnail","7":"category-privreda","8":"category-prijepolje_","9":"category-vijesti-dana"},"yoast_head":"\nTehni\u010dki i graditeljski detalji budu\u0107e Hidroelektrane "Brodarevo 2"<\/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:\/\/sandzakpress.net\/arhiva\/tehnicki-i-graditeljski-detalji-buduce-hidroelektrane-brodarevo-2-profil-lucice\/\" \/>\n<meta property=\"og:locale\" content=\"bs_BA\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Tehni\u010dki i graditeljski detalji budu\u0107e Hidroelektrane "Brodarevo 2"\" \/>\n<meta property=\"og:description\" content=\"Prijepolje – Tehni\u010dki i graditeljski detalji budu\u0107e Hidroelektrane “Brodarevo 2” – profil “Lu\u010dice”. Polo\u017eaj i obuhvat brane Polo\u017eaj hidroelektrane “Brodarevo 2” i pregradnog profila “Lu\u010dice” je odre\u0111en optimizacijom hidroenergetskog kori\u0161\u0107enja razmatranog obuhvata reke Lim, definisanog Energetskom dozvolom i prethodnom Studijom opravdanosti sa Generalnim projektom za izgradnju HE “Brodarevo 1” i HE “Brodarevo 2”, koji obuhvata […]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/sandzakpress.net\/arhiva\/tehnicki-i-graditeljski-detalji-buduce-hidroelektrane-brodarevo-2-profil-lucice\/\" \/>\n<meta property=\"og:site_name\" content=\"Sand\u017eak PRESS\" \/>\n<meta property=\"article:published_time\" content=\"2012-06-13T14:00:54+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2012-06-13T14:01:53+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/sandzakpress.net\/arhiva\/wp-content\/uploads\/2012\/06\/divljansko_jezero_080612.gif\" \/>\n\t<meta property=\"og:image:width\" content=\"300\" \/>\n\t<meta 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