SINAGA, YURI HARITA DEVITO (2016) KAJIAN TEKNIS SISTEM PENYALIRAN TAMBANG BATUGAMPING PADA KUARI A, C, DAN D DI PT INDOCEMENT TUNGGAL PRAKARSA Tbk. PABRIK PALIMANAN CIREBON. Other thesis, UPN "VETERAN" YOGYAKARTA.
Preview |
Text
ABSTRAK.pdf Download (88kB) | Preview |
Preview |
Text
COVER.pdf Download (14kB) | Preview |
Preview |
Text
DAFTAR ISI.pdf Download (11kB) | Preview |
Preview |
Text
Lembar Pengesahan.pdf Download (623kB) | Preview |
Abstract
Limestone mining in PT Indocement Tbk. Palimanan using system quarry.
The location of the factory is located 20 km west of the town of Cirebon that in
Village palimanan West, District palimanan Gempol, Cirebon. In the mining area,
especially on quarry C and D, open channel experiencing silting due to the
channel walls collapsed. On A quarry is needed open channel design, pitting, and
also pump to drain the water towards the settling ponds
Based on the analysis of rainfall data of 2006 -2015, obtained precipitation
plan is 174.80 mm/day, the intensity of the rainfall of 60.69 mm/hour with 5 years
return period rainfall and hydrology risk by 89.26%.
The need for improvement in open channel 1, 2, and 3 fungtioning to
prevent water runoff so as not to overflow. Dimensions of the open channel 1 is
based on the flow of water runoff on DTH I, so that the open channel 2 has a
dimension of depth = 1.30 m; bottom width = 1.30 m; wide at the top = 2.60 m.
Dimensions of the open channel 2 is based on the flow of water runoff on DTH
III, so that the open channel 2 has a dimension of depth = 2.0 m; dimension
bottom width = 2.0 m; wide at the top = 4.0 m. Dimensions of open channel 3 is
based on the flow of water runoff in the settling ponds Goa Dalem, so that the
open channel 3 has a dimension of depth = 2.20 m; bottom width = 2.20 m; wide
at the top = 4.40 m. Also required is the addition of culverts at 6 culverts with a
diameter of 1.1 m connecting channel is open towards the settling ponds Citotok
VI 1 and culverts 7 with a diameter of 1.0 m comes from the pump to the open
channel VI.
To drain the water at a quarry required the addition of two open channel to
drain the water in the quarry A is an open channel 6 and 7. Thus, open channel 6
has a dimension of depth = 0.90 m; bottom width = 1.10 m; with wide at the top
2.20 m, the dimensions of open channel 6 is based on discharge pump and DTH
V. In the open channel 7 has a dimension of depth = 1.50 m; with bottom width =
1.80 m; wide at the top = 3.60 m, the dimensions of open channel 7 is based on
DTH VII. It takes Multiflo 120 pump to drainage the water in the quarry A with
pump discharge 0.25 m3/sec. The pump is used to drainage water from the
channel VII with a debit of 5.40 m3/sec, so that the necessary sump with size
133,818 m
3
.
The maintenance time of Goa Dalem Pond is 1,153 days, the settling
ponds 1 is 1,762 days, settling ponds 2 is 3,059 days, settling ponds Citotok 1 is
3,173 days, the settling ponds Citotok 2 performed every 2,840 days and the
settling ponds 3 do every 2,649 days. The duration of the treatment time due to
sedimentation pond area is so large and solid small percent lead time of treatment
so long.
| Item Type: | Thesis (Other) |
|---|---|
| Subjek: | T Technology > TN Mining engineering. Metallurgy |
| Divisions: | x. Faculty of Engineering, Science and Mathematics > School of Engineering Sciences |
| Depositing User: | Mrs Sri Lestari |
| Date Deposited: | 29 Sep 2016 04:41 |
| Last Modified: | 29 Sep 2016 04:41 |
| URI: | http://eprints.upnyk.ac.id/id/eprint/6967 |
Actions (login required)
 |
View Item |