Analysis of Open Mine Drainage System in Coal Mining Area Block A PT. Minemex Indonesia Site Mandiangin, Sarolangun Regency, Jambi Province
Abstract
PT. Minemex Indonesia is a coal mining company that implements an open-pit mining system. The open-pit mining method is strongly influenced by weather factors, especially the rainy season. When there is high intensity rain, it will increase the volume of water accumulated at the bottom of the mine. Block A mine drainage systems are mine drainage and mine dewatering. The method in the mine drainage system analysis effort is by processing primary data of drainage component dimensions and secondary data of rainfall data for the last 11 years using Gumbell and Mononobe distributions. Analysis of rainfall data for 2011-2021, obtained rainfall for the 5-year anniversary period of 100.90 mm/day. The rainfall intensity based on the highest duration is 22.04 mm/hour. The area of DTH based on the mining situation map in August 2022 is 75.9363 Ha. Rainwater discharge was obtained at 14.57 m3/hour, runoff water discharge of 11,088 m3/hour, and groundwater discharge of 0.399 m3/hour. The pumps used are 2 units (Ksb 150 and 200), each discharge of 400 m3/hour and 550 m3/hour. The dimensions of the open channel are known to be adequate, able to accommodate the incoming water discharge in the channel. The sump volume of mine progress in August 2022 amounted to 17,348.25 m3, known to be adequate. The total area of the settling pond is 3,138.4 m2 and the total volume is 6,058.9 m3, not sufficient enough so that dimensional improvements are needed.
Keywords : Discharge, Channel, Sump, Settling Pond
References
[2] Aziz, S & Kasim, T. (2019) “Evaluasi Sistem Penyaliran Tambang Batubara Pada Pit Block B Di PT. Minemex Indonesia Kabupaten Sarolangun, Jambiâ€, Jurnal Bina Tambang, 4(1).
[3] Chow, V. T. (1997) “Hidrolika Saluran Terbuka†(Bahasa Indonesia). Erlangga, Jakarta, Indonesia.
[4] Gautama, R.S (1999) “Diktat Kuliah Sistem Penyaliran Tambang†Pengantar Penyaliran Tambang, Fakultas Teknologi Mineral, ITB. Bandung.
[5] Hartono (2013) “Kuliah Sistem Penyaliran Tambang Kolam Pengendapanâ€. Fakultas Teknologi Mineral, UPN “Veteran†Yogyakarta.
[6] Malindo M. G. (2017) “Perencanaan Dan Pemodelan Bentuk Sump Pada Tambang Batubara PT. Caritas Energi Sarolangun Pit B†Skripsi. Fakultas Teknik, Universitas Syiah Kuala, Banda Aceh.
[7] Soemarto, C. D. (1999) “Hidrologi Teknikâ€. Erlangga, Jakarta, Indonesia.
[8] Sosrodarsono, S & Takeda, K. (1983) “Hidrologi Untuk Pengairanâ€. PT. Pradnya Paramita, Jakarta, Indonesia.
[9] Surahmad, R. C. (2021) “Rancangan Teknis Sistem Penyaliran Pada Kolam Pengendapan (Settling Pond) Di Pit Durian PT. J Resources Bolaang Mongondow Site Bakan Sulawesi Utaraâ€, Skripsi. Fakultas Teknologi Mineral, Institut Teknologi Nasional Yogyakarta.
[10] Triatmodjo, B. (2008) “Hidrologi Terapanâ€. Beta Offset, Universitas Gadjah Mada, Yogyakarta.
[11] Wenworth, C. K. (1922) “A Scale of Grade and Class Terms for Clastic Sedimentâ€. The Journal of Geology, 30(5), pp. 377-392.
Prosiding ini memberikan akses terbuka langsung ke isinya dengan prinsip bahwa membuat penelitian tersedia secara gratis untuk publik mendukung pertukaran pengetahuan global yang lebih besar.
Semua artikel yang diterbitkan Open Access akan segera dan secara permanen gratis untuk dibaca dan diunduh semua orang.