RANCANGAN SISTEM PENYALIRAN TAMBANG PADA TAMBANG BIJIH NIKEL PIT HILL ANYER

Penulis

  • Zulfikar Aulia Alisaputra Alisaputra UPN"Veteran" Yogyakarta
  • Peter Eka Rosadi UPN "Veteran" Yogyakarta

DOI:

https://doi.org/10.33579/krvtk.v10i1.5529

Kata Kunci:

Sistem Penyaliran Tambang

Abstrak

This study aims to design a mine drainage system to overcome the problem of inundation on the pit floor due to high rainfall. Based on hydrological analysis using 15 years of rainfall data (2009-2023), the Gumbel distribution method was selected with a planned rainfall of 75 mm, rainfall intensity of 16.38 mm/hour, and rainfall return period of 2 years. There are four rainfall catchments in the pit area, and the mine drainage system design includes open channels, culverts and settling ponds. The dimensions of the channels and culverts are designed based on the runoff water discharge of each DTH. The settling pond consists of three compartments with a maintenance time of 100-1292 days. This design is expected to be effective in managing runoff water to support mine operations.

Keywords: Goodness of Fit, Mine Conveyance System, Settling Ponds

Unduhan

Data unduhan belum tersedia.

Referensi

C. Asdak, Hidrologi dan Pengelolaan Daerah Aliran Sungai, Yogyakarta: Gadjah Mada University Press, 2007.

V. T. Chow, Open-Channel Hydraulics, New York: McGraw-Hill, 1959.

R. S. Gautama, Diklat Kuliah Sistem Penyaliran Tambang, Bandung: FIKTM ITB, 1999.

R. S. Gautama, Sistem Penyaliran Tambang, Bandung: ITB, 2019.

J. Hassing, Hidrologi in Highway and Trafic Engineering Developing Countries, London: E & FN Spon, 1996.

N. N. Naharuddin, S. M. M. Sadeghi, A. Malik, A. Rosyid, and A. Ahyauddin, "Peak discharge estimation to evaluate and monitor the Gumbasa Watershed performance, Central Sulawesi, Indonesia”, Agricultural Engineering International: CIGR Journal, vol. 23, no. 3, pp. 31-41, September 2021.

R. Nigam, S. Nigam, and S. K. Mittal, "Stochastic Modelling of Rainfall and Runoff Phenomenon: A Time Series Approach Review", International Journal of Hydrology Science and Technology, vol. 4, no. 2, pp. 81-109, January 2014. doi:10.1504/IJHST.2014.066437

P. Prodjosumarto, Rancangan Kolam Pengendapan Sebagai Perlengkapan Sistem Penirisan Tambang. Bandung. 1994.

S. Sosrodarsono dan K. Takeda, Hidrologi untuk Pengairan, Jakarta: PT Pradnya Paramita, 2003.

F. A. D. Suparno dan Z. Febianti, "Kajian Sistem Penyaliran Pada Tambang Terbuka Granit Pit Barat, PT. XYZ, Kabupaten Karimun, Kepulauan Riau”, Jurnal Teknologi Sumberdaya Mineral, vol. 2, no. 2, pp. 51-60, 2021. doi: https://doi.org/10.19184/jeneral.v2i2.28501

Suripin, Sistem Drainase Perkotaan yang Berkelanjutan, Yogyakarta: Andi Offset, 2004.

Suroso, “Analisis Curah Hujan untuk Membuat Kurva Intensity Duration Frequency (IDF) di Kawasan Rawan Banjir Kabupaten Banyumas”, Jurnal Teknik Sipil, vol. 3, no. 1, pp. 37-40, Januari 2006.

B. Triatmodjo, Hidrologi Terapan. Yogyakarta: Beta Offset, 2008.

T. C. Upomo dan R. Kusumawardani, “Pemilihan Distribusi Probabilitas pada Analisa Hujan dengan Metode Goodnes of Fit Test”, Jurnal Teknik Sipil dan Perencanaan, vol. 18, no. 2, pp. 139-148, Oktober 2016. doi: 10.15294/jtsp.v18i2.7480

L. C. Van Rijn, “Mathematichal Modelling of Morphological Processes in the Case of Suspended Sediment Transport”, Doctoral thesis, Faculty Civil Engineering and Geosciences, Delft Hydraulics Communication, 1987.

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Diterbitkan

2025-04-29

Cara Mengutip

[1]
Z. A. A. Alisaputra dan Peter Eka Rosadi, “RANCANGAN SISTEM PENYALIRAN TAMBANG PADA TAMBANG BIJIH NIKEL PIT HILL ANYER”, Journal Technology of Civil, Electrical, Mechanical, Geology, Mining, and Urban Design, vol. 10, no. 1, hlm. 29–38, Apr 2025.