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All Journal Journals Mining Engineering : Bina Tambang BIOLINK (Jurnal Biologi Lingkungan, Industri, Kesehatan) JIPF (Jurnal Ilmu Pendidikan Fisika)
Rusli HAR
Universitas Negeri Padang
Agriculture, Biological Sciences & Forestry Biochemistry, Genetics & Molecular Biology Earth & Planetary Sciences Education Physics

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Perencanaan Sistem Penyaliran Tambang Terbuka Penambangan Batubara dalam Perancangan Main Sump Blok A PT Pengembangan Investasi Riau Desa Pematang Benteng, Kecamatan Batang Peranap, Kabupaten Indragiri Hulu, Provinsi Riau Randi Alvino Zulfa; Rusli HAR
Journals Mining Engineering : Bina Tambang Vol 10, No 1 (2025): Journals Mining Engineering: Bina Tambang (On Progress)
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v9i3.130605

Abstract

Pertambangan batubara adalah salah satu jenis usaha pertambangan di Indonesia. PT. Pengembangan Investasi Riau adalah salah satu perusahaan yang bergerak dalam industri pertambangan batubara. Metode yang digunakan dalam penambangan adalah open pit atau tambang terbuka, yang mengakibatkan terbentuknya cekungan luas yang berpotensi menjadi area penampungan air, baik dari limpasan permukaan maupun air tanah. Berdasarkan perhitungan curah hujan selama 10 tahun (2013-2022) dan luas catchment area sebesar 1.502,7 Ha, nilai curah hujan rencana untuk periode ulang 10 tahun adalah 82,02 mm, dengan intensitas hujan sebesar 35,29 mm/jam dan debit limpasan sebesar 7,77 m³/detik. Selain itu, berdasarkan penampang geologi dan hidrogeologi, jumlah air tanah yang masuk ke dalam pit sump Blok A adalah 12,2 m³/detik, sehingga debit air total yang akan ditampung di sump mencapai 19,97 m³/detik.
Calculation of Runoff Discharge in the Coal Mining Open Pit Mine Conveyance System at PT. Kalimantan Prima Persada Jobsite PELH Kebur Village, West Merapi District, Lahat Regency, South Sumatra Province Fajar Rofiescha; Rusli HAR; Heri Prabowo
Journals Mining Engineering : Bina Tambang Vol 9, No 1 (2024): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan, Fakultas Teknik, Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v9i1.127562

Abstract

PT. Kalimantan Prima Persada Jobsite PELH is a company operating in the field of coal mining contractors. Mining carried out by PT. Kalimantan Prima Persada Jobsite PELH uses the open pit mining method, during the rainy season, the problem that is often found is water. Water that comes from above the ground surface (runoff water) and water that is below the ground surface (ground water). Runoff water and ground water are the main things that must be considered so that they do not disturb and damage the mining location. Therefore, this report was written to find out how much runoff water enters the mining front area. The stages used in calculating runoff water discharge are calculating the catchment area area, calculating planned rainfall data using the Log Pearson III method, calculating rain intensity using the Monnonobe method, calculating runoff water discharge using the rational method. Based on calculations, the catchment area in Pit PE PT was obtained. Kalimantan Prima Persada Jobsite PELH is 540,18 Ha or 5,40 km2, the average daily maximum rainfall in the last 10 years is 547.4 mm/day, planned rainfall is 385,140 mm/day, rain intensity is 80,87 mm/day, and the runoff discharge is 30.204,27 m3/hour. 
Evaluasi Sistem Penyaliran Tambang Terbuka Penambangan Batubara di PT. Mandala Karya Prima Jobsite Krassi, Kecamatan Sembakung, Kabupaten Nunukan, Provinsi Kalimantan Utara Mona Mona; Rusli HAR
Journals Mining Engineering : Bina Tambang Vol 10, No 1 (2025): Journals Mining Engineering: Bina Tambang (On Progress)
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v9i3.130589

Abstract

pH Neutralization of Acid Mine Drainage Using Open Limestone Channel with Addition of Fly Ash and Silica Sand on Laboratory Scale Testing Rizky Ananda; Rusli HAR; Heri Prabowo; Harizona Aulia Rahman
Journals Mining Engineering : Bina Tambang Vol 9, No 1 (2024): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v9i1.127590

Abstract

This research aims to neutralize the pH of acid mine drainage using a passive open limestone channel method using limestone as a neutralizing agent, which is then modified by adding other test materials such as fly ash and silica sand. This test will be carried out through three repetitions which will later be called the AA-0 Combination, AA-1 Combination, and AA-3 Combination. The pH value of the acid mine drainage before the test was 3.75 and after the test was carried out, the final pH combination AA-0 was 7.39; The final pH of the AA-1 combination was 7.3; and AA-2 Combination The final pH is 7.21.
Evaluasi Sistem Penyaliran Tambang Batubara pada Pit South PT Anugerah Covindo Indonesia Jobsite Gorby Putra Utama Randa Nofriyaldi Putma; Rusli HAR; Jukepsa Andas; Rudy Anarta
Journals Mining Engineering : Bina Tambang Vol 10, No 2 (2025): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan, Fakultas Teknik, Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bina tambang.v10i2.134864

Abstract

Penambangan terbuka di Pit South PT Anugerah Covindo Indonesia sangat dipengaruhi oleh curah hujan tinggi yang menyebabkan akumulasi air limpasan dan air tanah. Sistem penyaliran eksisting menggunakan sump dan pompa Deflow 6D14 belum mampu menangani debit air masuk secara optimal. Penelitian ini mengevaluasi efektivitas sistem penyaliran dengan metode analisis hidrologi menggunakan data curah hujan 2015–2024, metode rasional termodifikasi, serta evaluasi head dan daya pompa. Hasil menunjukkan debit air masuk sebesar 154.789,45 m³/jam, sedangkan kapasitas pompa hanya 1.240 m³/hari, menyebabkan genangan harian hingga 3,71 juta m³. Volume kolam pengendapan juga tidak mencukupi saat hujan ekstrem. Diperlukan penambahan pompa berkinerja tinggi dan perbaikan dimensi sump serta kolam pengendapan. Temuan ini penting untuk menjamin kontinuitas operasi tambang dan mencegah gangguan produksi akibat genangan.
Co-Authors Abdul Razak Admizal Nazki Ahmad Fauzan Alviansyah Alviansyah ANGGA YUJA WIGUNA Aprisal Aprisal, Aprisal Aulia Mutiara Chakti Denny Akbar Tanjung Dian Kurnia Dicky Maryand Dwi Hariana Pane Ermaningsih Ermaningsih Evansharsal Suedi Fadhilah Fadhilah Faiz Ramadhan Fajar Inaqtiyo Fajar Inaqtiyo Zalaff Fajar Rofiescha Hafizurahman Dwi Saputra Hanifa Octaviani Harizona Aulia Rahman Heri Prabowo Hero Willy Ikhsan Ordheo Ilham Yufahmi Isril Berd Jukepsa Andas Lambok M. Hutasoit Madhatillah Madhatillah Mendoza Mendoza Mona Mona Muhammad Fadli Mulya Gusman Qiratul Aini Rahma Febriani Raimon Kopa Randa Nofriyaldi Putma Randa Septian Putra Randi Alvino Zulfa Rendra Aulia Pratama Resty Prasuryani Riri Rahmahwati Joni Rizka Mutiara Rizky Ananda Rudy Anarta Saldy, Tri Gamela Tamrin Kasim Welly Handa Nuraga Yosia Yoandika Zulvi