SIMULATION OF FILLING IN EX-MINE HOLE, PIT D2 SITE BINUNGAN 01 PT. BERAU COAL, EAST KALIMANTAN.
Open pit mining creates former pits that can be used as post-mining lakes or are known as pit lakes. However, the filling of post-mining lakes with rainwater and river water is still rarely done in Indonesia. Therefore, predicting the formation of mining lakes by simulating the rate and duration...
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Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/71187 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | Open pit mining creates former pits that can be used as post-mining lakes or are known
as pit lakes. However, the filling of post-mining lakes with rainwater and river water
is still rarely done in Indonesia. Therefore, predicting the formation of mining lakes by
simulating the rate and duration of water filling with rainwater and river water can be
one of the references or guidelines for reclamation of mining lakes in Indonesia. This
study is conducted at Binungan 01 site of D2 pit, a mining area of PT. Berau Coal,
which is located between two rivers, the Kelay River and the Binungan River. These
two rivers have high water discharge, which is 930.60 m³/s to 1539.2 m³/s with a flow
rate of 0.540 m/s (Kelay River) and 117.39 m³/s to 304.30 m³/s with a flow rate of 0.608
m/s (Binungan River).
The filling simulation is carried out under two assumptions, namely continuous or
throughout and the assumption of filling by flood discharge. The two simulations
resulted in the conclusion that the Kelay River needs 18 months to fill the mining lake,
assuming that the filling is continuous with a river discharge of 2 m³/s. In contrast, the
filling simulation based on flood discharge requires 16 months to fill the lake at a
discharge of 2.75 m³/s. The results of the Kelay River simulation are considered more
effective, while the Binungan River takes 25 months to fill at a discharge of 1.5 m³/s
assuming continuous flow, and 18 months to fill at a discharge of 1.85 m³/s assuming
flood flow. |
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