ANALYSIS OF NICKEL MINING ACTIVITIES IMPACT AT WATERSHED HIDROLOGY DISTRICT KOLAKA.
According to data from the Directorate General of Mineral and Coal Ministry of Energy, Mining License number before Autonomous Region (1945-1999) is ± 600, while after Autonomous Region Mining Permit Number increased to 10 918 (February 3, 2014 status). Nickel mining in Kolaka generally using ope...
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Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/78496 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | According to data from the Directorate General of Mineral and Coal Ministry of
Energy, Mining License number before Autonomous Region (1945-1999) is ± 600,
while after Autonomous Region Mining Permit Number increased to 10 918
(February 3, 2014 status). Nickel mining in Kolaka generally using open pit
methods (surface mining). The use of surface mining method has the potential to
change the form of topographic and land cover, thus affecting the hydrological
conditions in the river basin and watershed of Huko Huko and Oko-Oko. Results of
Landsat image processing at 2015 is known that the wide opening of the mine in
Huko-Huko watershed is ± 1986 Ha. Oko-Oko watershed while reaches ± 4080 Ha.
These conditions underlying the research done on the impact of mining on the
hydrological conditions.
The method used is TopModel, Data physical characteristics of the watershed input
in analyzing changes in the hydrological conditions include nine parameters,
namely; T0 (transmissivity maximum), K0 (Hydraulic conductivity of saturated),
M (constant discharge), DRZ init (Initial Root Zone Storage), DRZ max (Maximum
Allowable Root Zone Storage) Td (Vertical Time Delay), Vr (Channel Routing
Velocity) , CD (capillary Drive), and qs_init (Initial Subsurface (Groundwater)
Flow).
The results of modeling reveals that the maximum precipitation of 0.04547 mm /
hour average discharge in the watershed Huko-Huko with natural conditions
(undisturbed) is 5:19 m3 / sec while the peak discharge amounted to 12.79 m3 / sec.
The average discharge of the river in the watershed that has been disturbed at 7:35
m3 / sec, while the peak discharge is 23:47 m3 / sec. So the increase in fluctuations
in river discharge between before land clearing and after the opening of the area is
83.5%, while the DAS Oko-Oko with maximum precipitation of 0.04547 mm /
hour, peak discharge on the condition of natural amounted to 45.33 m3 / sec, while
the discharge the average of 8.69 m3 / sec. Peak discharge after a disturbed is
amounting to 55.62 m3 / sec and the average discharge is 12.69 m3 / sec. So the
increase in river discharge fluctuations between before and after their mining
mining amounted to 22.7%
To prevent the occurrence of hydrological disaster such as flooding and siltation of
the river it is necessary to prevention efforts, including improvement of governance
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