SIMULATION MODEL FOT POST-MINING PIT LAKE INFILLING AT PT XYZ'S MINING PIT
PT XYZ is a copper and gold mining company in Indonesia that will begin postmining activities in 2030. Currently, the company is facing challenges in planning the filling of the mine pit, which is estimated to hold 1,383,703,158 m³ of water at the spillway elevation of 260 mRL. The company’s targ...
محفوظ في:
المؤلف الرئيسي: | |
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التنسيق: | Final Project |
اللغة: | Indonesia |
الوصول للمادة أونلاين: | https://digilib.itb.ac.id/gdl/view/86391 |
الوسوم: |
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المؤسسة: | Institut Teknologi Bandung |
اللغة: | Indonesia |
الملخص: | PT XYZ is a copper and gold mining company in Indonesia that will begin postmining
activities in 2030. Currently, the company is facing challenges in planning
the filling of the mine pit, which is estimated to hold 1,383,703,158 m³ of water at
the spillway elevation of 260 mRL. The company’s target is to reach the spillway
level as quickly as possible, while ensuring the water quality meets environmental
standards. Therefore, a simulation of the pit lake filling process is needed to
determine the time required for filling. This research aims to simulate the filling
process by engineering a rapid filling method that also considers the variability of
rainfall.
The simulation is based on a water balance equation modeled using the GoldSim
software. The filling simulation begins with an analysis of the input and output
components during the filling process. Monthly rainfall and evaporation data from
2002-2022 are subjected to a distribution fitting test, followed by the application of
the cumulative distribution function method. Monthly planned rainfall and
evaporation values are derived using various probability values, representing
pessimistic, optimistic, and most likely conditions for the filling plan. A topographic
analysis is conducted to determine the area and runoff coefficient of the catchment
area. The pit geometry is also analyzed to determine the relationship between the
rise in water surface elevation and the volume and surface area of the water body,
as well as the groundwater outflow. All data used are secondary data obtained from
PT XYZ and previous research. The simulation is performed using three
accelerated filling scenarios with surface runoff augmentation: Baseline Scenario,
With Jungle, and With Jungle and Pumping.
The total annual rainfall used is 1,673.271 mm, 2,652.37 mm, and 3,298.47 mm,
representing rainfall probabilities of P25%, P60%, and P75%, corresponding to
each condition. The planned evaporation value is 950.8 mm per year. The total
catchment area for each filling scenario is 1,245.3 Ha, 1,823.8 Ha, and 2,503.38
Ha, which are further divided based on their characteristics. The simulation results
show that the filling time ranges between 22.4 to 47.9 years after mining ceases,
depending on the scenario and rainfall probability used. It was found that the With
Jungle and Pumping Scenario is the most effective in achieving the company’s goal
of accelerating the filling of the post-mining pit at PT XYZ. |
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