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Rudarstvo 2011 / Mining 2011Slika br.1 - UreĊenje podloge deponije pepela i šljake3.ZAŠTITA DEPONIJE PEPELA I ŠLJAKE OD PODZEMNIH VODAIzradom Elaborata o geomehaniĉkim i hidrogeološkim istraţivanjima (RI-2007.god.) potvrdile su sepredpostavke da su mase koje izgraĊuju unutrašnje odlagalište, nepovoljnih hidrogeoloških karakteristika,jer preovlaĊuje glinoviti materijal zasićen vodom koju nije moguće odstraniti iz odlagališta klasiĉnimobjektima odvodnjavanja kao što su bunari.U cilju obezbeĊenja stabilnosti podloge buduće deponije pepela i šljake,2008.godine aktivirano jeispumpavanje vode iz jamskog hodnika bivše jame "Ćirikovac", gde se voda ispumpavala van figuredeponije pepela, i time se smanjila inflitracija vode u unutrašnje odlagalište,a dopunskim rudarskimprojektom predviĊena je izrada sledećih objektata za odvodnjavanje:- drenaţni tepih sa ugraĊenim perforiranim cevima i granulatom i- drenaţni kanali sa ugraĊenim perforiranim cevima i granulatom- crpena stanica CS1 i- glavni vodosabirnik GVSVode prikupljene podzemnom drenaţom odvodiće se gravitacijski do crpne stanice podzemne vode CS-1odakle će se dubinskom pumpom i potisnim cevovodom odvoditi u glavni vodosabirnik GVS, a potomodvodnim cevovodom u reku Mlavu.DRENAŢNI TEPIHU periodu od 23.07. do 04.11.2009.godine u podnoţju deponije, od istoka ka zapadu do uliva u crpnustanicu CS1, uraĊen je drenaţni tepih u duţini od 1075 m i širine i dubine 2 m. Na dnu tepiha je ugraĊenaposteljica od sitnozrnog peska debljine 0.15m preko koje je postavljen geotekstil tipa 800. U ciljuregulisanog odvoĊenja voda iz podloge deponije preko geotekstila su postavljene dve perforiranedrenaţnecevi 250mm. Preko cevi se polaţe iberlauf u visini 0.5m, a preko njega nabaĉen je lomljenikamen krupnoće 100-300mm u visini od 1m. Nakon ušivanja geotekstila drenaţni tepih se prekriva slojem169
Rudarstvo 2011 / Mining 2011zemlje do kote terena.Drenaţni tepih ima funkciju kolektora i odvoĊenja izdreniranih voda iz podlogedeponije do crpne stanice i glavnog vodosabirnika.GEOTEKSTIL TIP 800DRENAŢNE CEVI 2 x ø 250 mmKrupan lomljenikamen ø 100 –300 mmSitan lomljeni kamen 80 – 150mmIBERLAUF1.00002.001.0000Crteţ br.1 – Konstrukcija drenaţnog kolektoraSlika br.2 - Izrada drenaţnog tepiha170
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„ RUDARSTVO 2011“ / „ MINING
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ORGANIZATORI / ORGANIZERINSTITUT ZA
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stanje i perspektive u rudarstvu i odrÅ£ivi razvoj mining present state ...

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