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Rudarstvo 2011 / Mining 2011Slika 3. Hijerarhija slojeva strukturnog modela ugljaNa slici 4. dat 3D prikaz strukturnog modela leţišta u radnom okruţenju Minex-a. Kao primer 2Dprikaza strukturnog modela na slici 5. prikazani su karakteristiĉni profili strukturnog modela upravcu zapad-istok i u pravcu jug-sever.Slika 4. 3D vizuelizacijom dela strukturnog modela leţišta Drmno19
Rudarstvo 2011 / Mining 20114. Okonturenje površinskog kopa DrmnoSlika 5. Karakteristiĉni profili strukturnog modela leţišta DrmnoOkonturenje površinskog kopa "Drmno" za kapacitet od 1210 6 tona uglja godišnje izvršeno jena osnovu sledećih kriterijuma: snabdevanja teromelektrana „Kostolac― ugljem u koliĉini od 11,5 10 6 t godišnje u periodu od2015. godine pa na dalje, snabdevanja široke potrošnje ugljem u koliĉini od 0,5 10 6 t godišnje, bilansnih geoloških rezervi i kvaliteta uglja (Elaborat o rezervama, 2007. godine), maksimalnog iskorišćenja geoloških rezervi u leţištu, maksimalnog obezbeĊenja kosina kopa u zoni arheološkog nalazišta Viminacijum, i poloţaj postojećih infrastrukturnih objekata (termoelektrane, Viminacijuma, naseljenih mesta ireke Dunav.Granica kopa na zapadnoj strani odreĊena je na osnovu poloţaja objekata TE "B", zaštićenogprostora arheološkog nalazišta Viminacijum i geološke granice leţišta. Postavljena je tako što jeostavljen sigurnosni pojas širine 150 m prema navedenim objektima i prostire se paralelno sagranicom zaštićene zone arheološkog parka Viminacijum severno prema Dunavcu. Dalje premasevero-zapadu granica na uglju je odreĊena uvaţavajući kriterijum moćnosti otkrivke,koeficijenta otkrivke, debljinu III ugljenog sloja i dubinu zaleganja ugljenog sloja.Severna granica kopa je odreĊena rekom Dunav, odnosno ostavljanjem sigurnosnog pojasa naterenu minimalne širine 0.5 km (uska zona na severo-zapadnom rubu kopa) a proseĉne širine oko0,7 km prema Dunavu. Istoĉna granica na terenu je odreĊena (idući od severa ka jugu)ostavljanjem sigurnosnog pojasa prema naseljenom mestu Kliĉevac, a dalje prema jugu granicomisklinjenja ugljenog sloja odnosno granicom bilansnih rezervi i ostavljanjem sigurnosnog pojasaprema novoj trafo stanici i objektima za odrţavanje pomoćne mehanizacije. Granicu kopa sajuţne strane predstavlja završno <strong>stanje</strong> rudarskih radova u martu 2010. godine.Nagibi završnih kosina kopa odreĊeni su na osnovu geomehaniĉke analize stabilnosti završnih kosinauz odgovarajuće koeficijente sigurnosti prema objektima na terenu. Generalni nagib završnih kosinana otkrivci kreće se od 13 (sa koeficijentom sigurnosti 1,5 prema selu Drmno i Kliĉevac,arheološkom nalazištu Viminacijum i reci Dunav) do 15 o u ostalim delovima površinskog kopa.20
Page 1 and 2: „ RUDARSTVO 2011“ / „ MINING
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Rudarstvo 2011 / Mining 2011stanja
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Rudarstvo 2011 / Mining 2011problem
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Rudarstvo 2011 / Mining 2011baznoj
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Rudarstvo 2011 / Mining 20113. Mate
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Rudarstvo 2011 / Mining 2011proizvo
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stanje i perspektive u rudarstvu i odrÅ£ivi razvoj mining present state ...

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