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detained and later was adopted and has prevailed to this day. Later it was built Hrastnik shaft 1, which is a mine opened up to Level VII. horizons to +87. The newest facility is shaft Hrastnik 2, which extends to K-12 to XI horizon. Mining method The principle of the open pit coal layer conditioned location. Hrastnik mine was split vertically in the main horizons, which were typically spaced up to 50 m. The space between horizons was divided into removal of earth floors. Between the horizons of the cave area divided into removal of earth floors, which are related to the horizon shafts or sloping lines. These are decline shafts or incline shafti. Upper horizons, and the main horizons lines were used for the delivery of material, and Hike team for ventilation. Lower horizon, or below horizon lines were used to transport coal to fresh air at floor level and removal of earth to mine water drainage. At the lowest part of the horizon of the pumping station was built. The amount of excavation floors, which were located between the horizons, was dependent on the mining method used primarily on the amount of excavation.In cross-mining method, the amount of floors is up from 3 m to 5m. When using long fase mining method of demolition, the floor height is varied from 3 m up to 15 m. In Hrastnik mine due to the security level used in the floors long fase mining method with the demolition of most up to 10 m. Lateral removal of earth chamber method found expression Hrastnik break. Hrastnik layer was compared with Ojstro at the turn pushed into the depths. The results of geological research stratum, we have intensively carried out in 1980-1990 showed that the presence of coal up to the level -200 m. Stratum Hrastnik coal in the west-east, the east entry to the cave Dol in the pit and the most easterly Lasko. A layer of coal, which stretched all the way to the surface, decreasing with depth to the south. Width of the coal ranged from 25 m to 50 m layer is stretched all the way from the surface to a depth of up to level. 235 and was more or less unchanged in size and shape. From the level 235, the class size is significantly increased, apparently was stratum. In Hrastnik mine was used for coal mining over the excavation methods. Here we describe only two, which are most characteristic of mine.The oldest mining method which was used from the start of excavation to the middle 60 years of the last century, the lateral chamber mining method. Transverse chamber mining method consists of the arrow lines, which is manufactured using layers of coal in the normal east-west direction, depending on the location coal layer, normal to the direction line are manufactured struts. Directional line is constructed on the excavation floor, which are from top to bottom. Rippers floor of the main horizons associated with the route for the expedition team, delivery of materials, ventilation, drainage and transportation of coal. From the transverse line (normal) to layer a distance of 5 m were built struts to full floor strata or caprock. Cross then under paragraphs expand into the chamber in the opposite direction making cross member. Space (chamber), which is caused by coal excavation backfilling of backfill materials often this was floor strata (clay soil). Backfill excavation area was first settled later manually with pneumatic backfilling. After suspending the filling occurred mine fires. Long wall mining method to increase height Long wall mining method to increase the amount of the highly productive mining method, which is currently in use. Method is used in combination with dust self-propelled hydraulic supports. Mining the vast amounts of 50 m to 80 m height, 10 m to 15 m. Daily production ranged from 2000 t / d to 3000 t / day. 111
Picture 2: Phase of work on longwall 1. Starting point 2 .Cutting upper part of face 3. Roof suport 4. Cutting lower part of face 5. Move conveyer and cat with cuttig macine 6. Uphole drilling ang blasting 7. Move section 8. Coal mining filling DESCRIPTION OF STOCKS IN THE COAL MINE AND REOPENING HRASTNIK The Republic of Slovenia through the Act for the gradual closing of the mein Trbovlje-Hrastnik (RTH) and the restructuring of the region development (Official Gazette. 61/2000) decided to close the coal mines of brown coal in Zasavje. By the year 2009 (in 2009) 0.6 million tons of coal will be produced for the thermal power plant Trbovlje (TET) with simultaneous closing after this year would be implemented by 2015 self-sealing work. Given the energy situation in Europe and the world we witness constant rise in energy prices, including coal. In the present situation in Slovenia, we are forced to use all the available reserves of coal, so it makes sense to re- 112
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PERSPEKTIVA UGLJA KAO ENERGENTA THE
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Slika 3: Istorijska (1995-2000) i p
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konzuma biti 1,15% (napomena autora
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5. CENE UGLJA NA ENERGETSKIM TRŢI
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RAZVOJ RUDARSKOG KOMPLEKSA VELIKI K
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Površinski delovi su oksidisani (3
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50 200 2.2. Rudnik bakra Veliki Kri
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Zbog potrebne veće koliĉine konce
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PERSPEKTIVE RAZVOJA RUDNIKA BAKRA M
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2009. 2.372.510 7.792.510 5.882 473
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Stari Dušan Ruda (t) Cu% Cu (t) Au
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Rudno telo Ruda (t) Cu% Cu (t) Geol
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Rezime ODRŢAVANJE RUDARSKE OPREME
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Rotorni bager (reĊe se u tu svrhu
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površinskim kopovima, tj. već od
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(pouzdanosti, gotovosti i pogodnost
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Svaka kompanija definiše i analizi
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Troškovi odrţavanja opreme prote
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„praktiĉnog― odrţavanja rudar
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Tabela 1. Rekapitulacija geoloških
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dovoljno da se savlada materijal se
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Tehnološki proces eksploatacije Za
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Normativi materijala. Normativi mat
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strukturno izuĉavanje leţišta ka
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eksploatišemo i pripremamo duţi n
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2.1. Rudarski kompleks 2.1.1. Rudni
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Na slici 7., dat je poloţaj objeka
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podrazumeva više aktivnih otkopnih
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izradom Glavnog servisnog niskopa (
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Ukupna koliĉina raspoloţive rude
Page 62 and 63: a) Specifiĉna potrošnja reagenasa
Page 64 and 65: odvijati u pogonu flotacije Veliki
Page 66 and 67: -Koncepcija zgušnjavanja i hidrotr
Page 68 and 69: Da se rekonstrukcija postojećih te
Page 70 and 71: PRIMENA ZAKONA O RUDARSTVU I GEOLO
Page 72 and 73: u proces proizvodnje celokupnog otp
Page 74 and 75: ODRŢIVO UPRAVLJANJE JALOVINOM U RU
Page 76 and 77: - uvodi dvostepeni sistem za prevoz
Page 78 and 79: porast sistemskog korišćenja ener
Page 80 and 81: NATURAL STONE EXCAVATION PROCESS AN
Page 82 and 83: The Fantini G.70 chain saw cutting
Page 84 and 85: their sites, their excavation prefe
Page 86 and 87: elacija meĊu njima dok delikatnost
Page 88 and 89: 3. Karakteristike rudarske delatnos
Page 90 and 91: MINERALNE NAKNADE - ZABLUDE I POSLE
Page 92 and 93: - Sve ove zemlje imaju vrlo razvije
Page 94 and 95: predloţeno da se mineralna renta s
Page 96 and 97: Izvod MOGUĆNOST DEPONOVANJA PEPELA
Page 98 and 99: SITUACIJA TRASA CEVOVODA ZA HIDROTR
Page 100 and 101: ANALIZA GEOLOŠKE ISTRAŢENOSTI RUD
Page 102 and 103: Tabela 2 Izabrana leţišta sa rudn
Page 104 and 105: B+C G Veliki Crljeni Sopic- Lazarev
Page 106 and 107: B+C G Veliki Crljeni Sopic- Lazarev
Page 108 and 109: eći sa 1.1 €cent/t). Saglasno na
Page 110 and 111: Southern limit of the Zagorsko - La
Page 114 and 115: examine the remaining reserves in t
Page 116 and 117: vrijednosti (na bazi postojećih an
Page 118 and 119: 8 - 8,5 24,2 13,8 8,5 - 9 13,8 27,6
Page 120 and 121: TakoĊe, u geološkom stubu ugljeno
Page 122 and 123: IZMJEŠTANJE DIJELA KORITA RIJEKE G
Page 124 and 125: Slika 1. Šematski prikaz izrade os
Page 126 and 127: Na fotografijama su priazane faze i
Page 128 and 129: ANALIZA RADA SISTEMA ZA TRANSPORT U
Page 130 and 131: Proizvodni kapacitet kopa iznosio j
Page 132 and 133: 3.2. TEHNOLOGIJA RADA PRIMIJENJENOG
Page 134 and 135: Sati 10000 9000 8000 7000 6000 5000
Page 136 and 137: TEHNIĈKO -TEHNOLOŠKO REŠENJE UPR
Page 138 and 139: tok uglja Geolo{ki model le`i{ta MO
Page 140 and 141: Voz broj 423 Broj vagona 27 Koliĉi
Page 142 and 143: OCENA RIZIKA I NESIGURNOSTI U ZAŠT
Page 144 and 145: Koncept upravljanja rizikom se defi
Page 146 and 147: Tabela br. 2: Mesta nastanka otpadn
Page 148 and 149: U smislu usaglašenosti, poštovanj
Page 150 and 151: Zakljuĉak Ocena stanja ţivotne sr
Page 152 and 153: PRIMENA MODELA: HEMIJSKI LIZING NA
Page 154 and 155: Slika 5.- Pogonska stanica sa kosim
Page 156 and 157: Definisanje modela (definisanje jed
Page 158 and 159: Princip dejstva transportera sa pri
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(kamioni-ţeleznice-trake...). Duţ
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Uicaj kamionskog transporta. Štetn
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Opšti problem višekriterijumskog
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RAZVOJ ODRŢAVANJA POMOĆNE MEHANIZ
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Tabela 1. Klasifikacija procesa, ra
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.br Vrsta mašine Br. kom Vrsta ma
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DINAMIKA SERVISIRANJA I OPRAVKI MA
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R. Br. 2. Odredjivanje broja izradj
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REKAPITULACIJA POTREBNE RADNE SNAGE
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NEKI PROBLEMI TOKOM ZATVARNJA OTVOR
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Sitan lomljeni kamen ø 80 - 150 mm
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muljeve ograĊivao kamen krupnoće
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d) UKLJUĈENJE BAGERA DREGLAJNA U S
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Postoji velika razlika u kvalitetu
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1.3 Rudnik Nova Manasija - Zatvoren
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3.3 Rudnik Nova Manasija Tehnološk
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sl. br.1 Pregledna karta kolubarsko
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Plan rada Ia BTO sistema Na etaţi
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Plan rada BTS sistema Na etaţi BTS
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45000 45000 45000 45000 ? ?? ?? ??
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Tabela 1. Poĉetak i kraj rada BTO
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Slika 2. Konture rasprostiranja pod
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557,00 554,00 547,00 544,00 537,00
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Linija fronta ugljene etaţe stiţe
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znaĉajnijih aktivnosti. Dalje akti
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- gustine - temperature - brzine ve
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Slika 9. Model stepena doziranja te
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sistematskih istraţivanja u 1960.
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srednjezrn do sitnozrn bela G O R N
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Slika br. 1 Geološki stub dela le
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oblikovanja formirane su i naborne
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POVRATAK NA STARU LOKACIJU ODLAGALI
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1957 1958 1959 1960 1961 1962 1963
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225 Otkrivka iz prve faze odlaţe s
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?.5 1.5 ?.2 2.5 O-V ? .5 M6 ?.18 ?.
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ZATVARANJE RUDNIKA LIGNITA „BUKIN
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5. OBRAZLOŢENJE POTREBE ZATVARANJA
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a) Likvidacija otkopnog polja Otkop
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e) Prenamjena rudniĉkog ambijenta
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na neku konstantnu vrednost. To nij
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- Vaţnije rasede, pukotine, ponore
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trţište grejanja. U nemaĉkom rud
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Slika 5: Poloţaj Nordhausen-a u Ne
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Troškovi i vremenski rokovi koji s
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Osnovni nivo Osnovni nivo Slika 6:
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Tabela 2: Troškovi bušenja na jed
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UOPŠTENO O DUBLJENJU OKNA ZA HIDRO
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IZRADA POMOĆNOG OKNA USKOPNOM PLAT
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Slika 8: Fotografija radilišta na
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Slika 9: Poprečni presek prilaznog
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LITERATURA 1. Rudarski projekt za i
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N slika1. Pregledna geografska kart
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4.0. TEHNOLOGIJA OTKOPAVANJA OTKRIV
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Odlaganje kvartarnih glina Tabela b
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TEHNIĈKE KARAKTERISTIKE ODLAGAĈA
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Kamenolom ''Nepri~ava'' (kre~njak)
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ALUGA 114.0 1 0 98.8 1 0 693 2 730
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c) Izdan u peskovima gornjeg ponta.
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REKA KOLUBARA F AZA P.S 107.5 105 9
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KORELACONE VEZE MEĐU POJAVAMA KOLI
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2,100 1,900 1,700 1,500 1,300 rasip
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Za 1,095 (kolona 8): (1,095 - 1,447
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X Y X 2 Y 2 x x y y 2 x x y
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10. Zakljuĉak Na osnovu ispitivanj
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flore i faune na mestu odlaganja, b
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Slika 1. Geomorfološka mapa kostol
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Klaster 1 (n=3) Klaster 2 (n=6) Kla
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najkvalitetnijih sojeva za komercij
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FITOREMEDIJACIJA TEŠKIH METALA IZ
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Današnja tehnologija osnivanja zas
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POLJOPRIVREDNA PROIZVODNJA NA DEPOS
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Slika 2. Prirodno zemljište je pot
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hemijskih analiza treba istaći ned
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Slika 7 Što se tiĉe "Voćarske" p
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Figure 1: Ground plan of set up mon
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procedure takes into account the co
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The denominator in equation (17) is
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Accuracy comparison of the observat
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Number of valid observations [%] Š
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ANALIZA PRIRODNO-GEOLOŠKIH USLOVA
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Za pripremne rudarske prostorije, k
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Tabela 2. Overene rezerve uglja u n
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ANALIZA PROMENE HIDROGEOLOŠKIH USL
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NO 2 manje od 0,01 pH 7,35 Ukupna m
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Slika 3: Situacioni deo OP-1 i OP-4
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METODOLOGIJA UVOĐENJA NOVIH METODA
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Zbog toga je za otkopavanje ove gru
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Rez ult ati/ Me sec: R. Av br. gus
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R. br . 1. Tabela br.2: Potrošnja
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PREGLED POSTOJEĆEG STANJA 1.1. Teh
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PREDLOG METODOLOGIJE ODREĐIVANJA C
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NAĈIN OTVARANJA, RAZRADE I EKSPLOA
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• Padni ugao ugljenog sloja se me
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Slika 3. Karakteristiĉni profil ug
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dela leţista, sa usmerenjem prema
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Generalno gledano otkopavanje uglje
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UTICAJ NA ŢIVOTNU SREDINU ZVUĈNIH
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Za vazdušni udrani talas karakteri
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4.1. Seizmiĉko dejstvo Na bazi eks
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Slika 6. Trenutna miniranja: Funkci
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Na slici 8. prikazani su segmenti e
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PRAĆENJE UTICAJA RUDARSKIH RADOVA
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c) Površinski (površine radnih i
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4) Dostupnost elektriĉne energije
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GEODETSKE TEHNOLOGIJE I MERENJA U R
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koja se moţe postići u statiĉkom
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- Kontrola geometrije rudarske opre
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GEORADARSKI INSTRUMENT pulseEKKO PR
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PROBLEMATIKA I REZULTATI PRIMJENE M
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Geoelektriĉnim snimanjem dodatno s
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Slika br. 12. - Detaljna georadarsk
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Mestimiĉno rekristališe u bornit.
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Zeta potencijal ; mV Iskorišćenje
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IMPLEMENTACIJA PROCESA STABILIZACIJ
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odreĊena jednostavnom metodom mere
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4. Rezultati 4.1. Karakterizacija o
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RUDNIĈKE VODE IZ RUDNIKA RTB BOR -
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Tabela 1 Rudniĉke vode rudnika RBB
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nepovratno gubi. Jama Bor će posto
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korita reke Mali Pek u duţini 850
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Slika 2. Prikaz trase puta i daleko
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IZMENJENA TEHNOLOGIJA OTKOPAVANJA
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Za izvoĊenje rudarskih radova na o
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ISLUSTVA SA STABILIZACIJOM I SOLIDI
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sabijanja u veoma prihvatljivom obl
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Uzorkovanje se vršilo toko ĉitavo
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Slika 1. Prva izlivena anoda od maj
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Slika 5. Površinski kop Severni re
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Lokacije mernih profila deponovanog
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IZVOD IZBOR KVALITETA GUMENE TRAKE
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Slika br.3: Izgled trakastog dodava
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Slika br.7: Izgled oblika korita po
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EKOGEOHEMIJSKA ISPITIVANA ZA POTREB
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otpada pomoću TCLP metode. Pored g
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Tabela 2: Sadrţaji teških metala
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TRETMAN OTPADNIH VODA IZ KOPOVA “
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3. REZULTATI I DISKUSIJA Nastavak e
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gornje jure, muskovitskih škriljac
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ZNAĈAJ INFORMATIĈKE OBRADE GEOLO
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stepeni.Iz tih razloga razumljivo j
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500 400 300 200 100 0 -100 -200 0 2
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ISPITIVANJE UNAPREĐENIH ELEKTROKIN
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emedijacije se zasniva na tome da s
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Slika 2. Distribucija metala u sedi
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PRIMENA KOMPJUTERSKOG PROGRAMA GIS
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Slika 1. Digitalizovana situaciona
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3. ZAKLJUĈCI Primenom kompjuteriza
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TEHNIĈKI OPIS SISTEMA VAZDUŠNIH R
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-Ukoliko se primeti da su ĉašice
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Usvaja se cev za razvod komprimiran
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Ci Ce 100 (1) Ci gde je: α - s
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iz rastvora Cu(NO 3 ) 2 ostvaren za
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a) b) Slika 2. Desorpcija jona (a)
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ADSORPCIJA JONA Pb 2+ IZ SINTETIĈK
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2.3. Metode analize Za odreĊivanje
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a) Slika 4. a) Adsorpciona izoterma
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UVOĐENJE KOMERCIJALNOG POSTROJENJA
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Slika 2. Šemtski prikaz luţenja g
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MS x +Fe 3+ Hemijski M x+ +Fe 2+
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Literatura [1] Johnson D.B., Biohyd
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spaljena a potom ţarena na 815°C.
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Slika 3. Kinetiĉki model pseudo-dr
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TEHNIĈKA REKULTIVACIJA DEGRADIRANI
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Slika 2. Poprečni profili 1 -5 i
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Tabela 4 - Granulometrijska analiza
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3. R.Lekovski, M.Mikić, M.Martinov
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ANDENZITSKI PRST ISTOĈNO ODLAGALI
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Slika 3. 3D prikaz Istoĉnog odlaga
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Površine flotacijskog jalovišta
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HIDROGEOLOŠKE KARAKTERISTIKE LEŢI
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podzemnih voda. Kada se eksploataci
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leţišta gde je kreĉnjaĉka stens
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Slika 10 - Uprošćena geološka ka
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NEMETALIĈNE MINERALNE SIROVINE - P
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Kolicina adsorbovanog aresenata, mg
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Sa Slike 3 se moţe videti da je i
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Hercegovine. Pomijeranjem masa u kl
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Slika 4. Velika livada u vršnom di
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površinskom dijelu, stijene ovog k
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FORMIRANJE SIROVINSKE DEPONIJE OPTI
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Sirovinski deo obuhvata les, glinu,
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14,65 9,1 3,6 7,84 min 19,88 17,2 3
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sadrţaja CaCO 3 od 13,26% (vrednos
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REZULTATI HIDROGEOLOŠKIH I INŢENJ
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deponija je formirana u uvali nasta
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STRATEGIJA SMANJENJA GLOBALNOG ZAGR
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3. Kjoto protokol Slika 2. Odstupan
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Krive graniĉnog troška kontrole M
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Tabela 1. Terminski ugovor Datum tr
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METODOLOŠKI OKVIR IDENTIFIKACIJE A
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2.3. Opis proizvodnog procesa i nje
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3.2.1. Matriĉni metod procene rizi
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4.2. Princip vrednovanja stvarnih i
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5. ZAKLJUĈAK Iz priloţenih istra
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Sl.1 Geografski poloţaj kamenoloma
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Srednji koeficijent otkrivke iznosi
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Prednost projektovanja u 3D okruţe
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THE POSSIBLE USE OF FLY ASH FROM TH
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Treći vid primene je u izradi gra
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G L A V N E S T R U K T U R E D I N
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Predmetna istraţna polja spadaju u
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KARAKTERIZACIJA KAOLINSKE GLINE IZ
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Gubitak mase, % DTA, V Slika 7. Dif
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TEHNOLOGIJA IZVOĐENJA BUŠAĈKO-MI
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paralelan autoputu, širine 6m i im
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„uklanjanja― bouldera sa trase
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obavezan nadzor inspektora policije
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