KAJIAN TEKNIS SISTEM PENYALIRAN TAMBANG PADA PENAMBANGAN BATUBARA DI SITE 015C PIT TW 1 PT ARKANANTA APTA PRATISTA KABUPATEN PENAJAM PASER UTARA PROVINSI KALIMANTAN TIMUR

RIVELINO GEMA MUHAMMAD, RYALDO (2015) KAJIAN TEKNIS SISTEM PENYALIRAN TAMBANG PADA PENAMBANGAN BATUBARA DI SITE 015C PIT TW 1 PT ARKANANTA APTA PRATISTA KABUPATEN PENAJAM PASER UTARA PROVINSI KALIMANTAN TIMUR. Other thesis, UPN "Veteran" Yogyakarta.

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Abstract

Pit TW 1 is a coal mining project owned by PT . Sharpening Prima Coal carried out by PT . Arkananta Apta Pratista as a contractor with a production target of 700,000 BCM / Month . The project is located in the village Girimukti , District Penajam , Penajam Paser Utara , East Kalimantan . Mining system applied to take Coal mine is an open system with a method Strip Mine . One of the additional activities on mining operations to remove the water that has entered the area flooded mine ( Mine Dewatering ) , because the mine water that is not dealt with properly can disrupt mining operations . The progress of mining cause mine penyaliran system change. Hence the need for a review of the existing mine penyaliran system . Based on the analysis of precipitation data in 2005-2014 , obtained rainfall plan is 124,21 mm / day , the intensity of rainfall is 43,06 mm / h with a 3year return period rainfall and hydrology risk by 86.83 % . Catchment research sites there is only one catchment , which is 0.19 km² with . runoff coefficient of 0.7 Pit mine water source TW 1 comes from rain water directly into the Pit area . Rain water discharge flow of 1.59 m3 / sec Volume Water wells are ( sump ) which serves to accommodate the temporary water flowing in opening the mine amounted to 7.872 m3 with the long dimension of the surface of the sump 108 m , width of the surface of the sump 32m , the length of the base sump 102 m , a width of the base sump 26 m , a depth of 4 m . KSB pumps used is 150 LCC - H 150-500 with 450 pump discharge mᶾ / hour , the pump lies in a puddle of water and water pumped directly to the settling pond . There is accumulation of 86886.87 m3 of water volume , the time required to drain stagnant water use KSB pumps LCC- H 150-500 is 10 days . Settling ponds owned by PT . Arkananta Apta Pratista very good ,because it is designed with 4 compartments with a total value of Suspended Solid used is 238 mg / l . Based on the results of the calculation of settling ponds should be treated in the first compartment of each 256hari once , the second compartment 312 days , the third compartment 260 days , and the fourth compartment 291 days

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering, Science and Mathematics > School of Engineering Sciences
Depositing User: Eko Yuli
Date Deposited: 09 May 2016 07:21
Last Modified: 09 May 2016 07:21
URI: http://eprints.upnyk.ac.id/id/eprint/409

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