SUMARTHA, DEDDY (2016) PERANCANGAN SISTEM PENYALIRAN PENAMBANGAN BATUBARA PIT HANOMAN SITE SATUI PADA PT. ARUTMIN INDONESIA KAB. TANAH BUMBU PROVINSI KALIMANTAN SELATAN. Other thesis, UPN "VETERAN" YOGYAKARTA.
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Abstract
Coal mining plan location situated in the village of Satui, Satui district,
Tanah Bumbu, South Kalimantan.
The main source of mine water on Coal mining plans by PT. Arutmin
Indonesia is rain water. Ground water generally do not contribute to the plan
because the mine water discharge coal excavation 2 m above the water table.
Average daily rainfall - the highest average in July was 106,3 mm and the average
rainfall - the lowest average in September is 44,9 mm. The magnitude of the
maximum rainfall (rainfall plans) of 156,4 mm/day with a rainfall intensity of
54,81 mm/hour.
Area rainfall run off into water providers on site mining plan is divided
into 4 rain catchments.
a. Rain Catchment area I, area = 0,53 km2
b. Rain Catchment area II, area = 0,098 km2
c. Rain Catchment area III, area = 0,04 km2
d. Rain Catchment area IV, area = 0,088 km2
Channel planned is a combination of mine drainage and mine dewatering.
Open channel located inside and outside the mine openings. Form which will be
designed trapezoidal shape. Open channel dimensions are designed as follows:
a. Channel 1 : a = 1.2 m, b = 1.2 m, B = 3 m, h = 1 m
b. Channel 2 : a = 1 m, b = 1.2 m, B = 3 m, h = 1 m
c. Channel 3 : a = 2 m, b = 2 m, B = 4 m, h = 2 m
d. Channel 4 : a = 2 m, b = 2 m, B = 4 m, h = 2 m
Rain water that flowed through the open channel and then get into the
sump. Sump are placed on the ground floor mining (pit bottom). Sump made
rectangular with dimensions of 9 m long, 7 m wide, and a depth of 6 m. After the
water is pumped into settling ponds. Brand Sykes Pumps used XH100SS using
HDPE pipe made from hard rubber (High Density Poly Ethylene) with 8 inch
diameter suction pipe and output pipe 6 inches diameter, maximum capacity of
288 m3/hour. Number of pumps used 1 piece.
Settling ponds designed rectangular. Dimensions of the settling ponds is
30 m long, 15 m wide, and a depth of 5 m.
| Item Type: | Thesis (Other) |
|---|---|
| Subjek: | T Technology > TD Environmental technology. Sanitary engineering |
| Divisions: | x. Faculty of Engineering, Science and Mathematics > School of Engineering Sciences |
| Depositing User: | Sarimin Sarimin |
| Date Deposited: | 25 May 2016 01:56 |
| Last Modified: | 25 May 2016 01:56 |
| URI: | http://eprints.upnyk.ac.id/id/eprint/2360 |
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