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Cahyadi, Tedy Agung
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ANALISIS HIDROLOGI MENGGUNAKAN METODE RASIONAL DAN NAKAYASU UNTUK SISTEM PENYALIRAN TAMBANG PADA PT. TRUBAINDO COAL MINING,KABUPATEN KUTAI BARAT, PROPINSI KALIMANTAN TIMUR Prawira, Hadi; Rosadi, Peter Eka; Cahyadi, Tedy Agung; Riyadi, Faizal Agung; Herniti, Dwi
Jurnal Teknologi Pertambangan Vol 10, No 1 (2024): Juli 2024
Publisher : Universitas Pembangunan Nasional Veteran Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31315/jtp.v10i1.13238

Abstract

Analisis hidrologi merupakan tahap yang penting dalam merancang sistem penyaliran tambang. Pada daerah penelitian, potensi banjir di area pemuatan (loading) akibat akumulasi air hujan memerlukan evaluasi hidrologi terhadap infrastruktur drainase tambang. Sementara itu, keberadaan air tanah juga menjadi masalah dan perlu ditangani dengan baik. Metode rasional umumnya digunakan untuk analisis hidrologi, mengingat kesesuaiannya untuk area operasi tambang yang relatif kecil. Selain itu, alternatif lainnya adalah dengan menggunakan metode Nakayasu. Dengan menerapkan dan membandingkan hasil perhitungan dengan kedua metode tersebut dapat membantu merancang dimensi saluran terbuka yang lebih sesuai untuk menangani air potensi air limpasan yang dapat mengganggu operasi penambangan. Analisis curah hujan menggunakan distribusi Gumbel dilakukan terhadap data dari 10 tahun terakhir (2013 - 2022) untuk periode ulang hujan 3 tahun, memperoleh hasil curah hujan harian terencana sebesar 148,97 mm/hari dan intensitas curah hujan sebesar 20,79 mm/jam, dan risiko hidrologi sebesar 86,8%. Daerah tangkapan hujan (DTH) di lokasi dibagi menjadi dua bagian: dalam area tambang (DTH I) dan di luar area tambang, yang terbagi lagi menjadi DTH II, DTH III, dan DTH IV. Nilai debit limpasan metode rasional adalah 2,7051 m³/detik, 1,2485 m³/detik, 0,7976 m³/detik, dan 0,7630 m³/detik, sedangkan hasil metode Nakayasu adalah 3,6446 m³/detik, 5,2492 m³/detik, 3,3523 m³/detik, dan 3,2654 m³/detik.
RANCANGAN MINE SEQUENCE PADA PENAMBANGAN BATUBARA UNTUK MEMENUHI TARGET PRODUKSI PIT J NORTH PT MULTI HARAPAN UTAMA, KABUPATEN KUTAI KARTANEGARA, PROVINSI KALIMANTAN TIMUR Alfianto, Danny; Ardian, Aldin; Inmarlinianto, Inmarlinianto; Soekamto, Untung; R.Horman, Juanita; Cahyadi, Tedy Agung
Jurnal Teknologi Pertambangan Vol 9, No 2 (2024): Januari 2024
Publisher : Universitas Pembangunan Nasional Veteran Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31315/jtp.v9i2.11874

Abstract

PT Multi Harapan Utama (PT MHU) adalah perusahaan pemilik Izin Usaha Pertambangan (IUP) yang bergerak di bidang pertambangan batubara. PT MHU berlokasi di Kabupaten Kutai Kartanegara, Provinsi Kalimantan Timur. Salah satu area kerja PT MHU adalah pit J North, di mana sistem penambangan yang digunakan adalah sistem tambang terbuka dengan metode open pit coal mining. Penelitian ini bertujuan untuk membuat rancangan teknis penambangan batubara dari bulan Februari hingga April 2023. Berdasarkan desain bulan Februari 2023, didapatkan volume overburden sebesar 2.188.953 Bcm dan batubara sebesar 121.899 ton dengan SR 17,38 : 1; pada bulan Maret 2023, didapatkan volume overburden sebesar 2.206.138 Bcm dan batubara sebesar 117.476 dengan SR 18,78 : 1; pada bulan April 2023, didapatkan volume overburden sebesar 1.965.037 Bcm dan batubara sebesar 107.229 ton dengan SR 18,33 : 1. Rancangan disposalterletak di sebelah timur dari pit. Luas dari disposal adalah 52,7 Ha dengan kapasitas sebesar 8.640.258 Lcm. Berdasarkan desain, disposal yang diterapkan adalah teracce dump karena topografi di daerah penelitian relatif landai (author).
SETTING FLEET BERDASARKAN KAJIAN PRODUKSI ALAT GALI MUAT DAN ANGKUT UNTUK MENCAPAI TARGET PRODUKSI OVERBURDEN DI PT MITRA INDAH LESTARI, PROJECT SITE PT LANNA HARITA INDONESIA, KALIMANTAN TIMUR Permadi, Fajar; Ratminah, Wawong Dwi; Nurkhamim, Nurkhamim; Linggasari, Shenny; Cahyadi, Tedy Agung
Jurnal Teknologi Pertambangan Vol 10, No 1 (2024): Juli 2024
Publisher : Universitas Pembangunan Nasional Veteran Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31315/jtp.v10i1.13249

Abstract

PT Mitra Indah Lestari atau PT MIL adalah kontraktor penambangan yang membantu perusahaan owner dalam melakukan tahap operasi produksi. Salah satu owner yang menjadi mitra yaitu PT Lanna Harita Indonesia atau PT LHI yang memiliki lokasi tambang batubara di Kutai Kartanegara, Kalimantan Timur. PT MIL menggunakan sistem tambang terbuka dengan metode backfill. Pada kegiatan pengupasan overburden Bulan Februari 2024 hanya memenuhi 87,27% target produksi overburden. Hal tersebut dikarenakan penggunaan nilai produktivitas alat gali muat dan alat angkut yang tidak sesuai dengan kondisi aktual. Selain itu, jenis material overburden yaitu: clay, sand, mud, dan top soil juga mempengaruhi produktivitas alat gali muat dan alat angkut. Oleh karena itu dalam pembuatan rekomendasi setting fleet diperlukan nilai produktivitas alat gali muat dan alat angkut yang aktual. Pembuatan rekomendasi setting fleet bertujuan untuk mencapai target produksi overburden yaitu sebesar 955.447,8 BCM. Terdapat dua rekomendasi setting fleet untuk memenuhi target produksi overburden Bulan April 2024 yaitu setting fleet Plan A dan setting fleet Plan B. Total produksi overburden pada rekomendasi setting fleet Plan A sebesar 1.061.504,4 BCM atau memenuhi 111,1% target produksi overburden Bulan April 2024. Sedangkan total produksi overburden pada rekomendasi setting fleet Plan B sebesar 1.048.941,3 BCM atau memenuhi 109,79% target produksi overburden Bulan April 2024. Sangat direkomendasikan bagi perusahaan untuk menggunakan rekomendasi setting fleet Plan A yang memiliki produksi overburden lebih besar.
Sensitivity analysis of coal mine project investment using fuzzy model utami, Hasrin citra; Cahyadi, Tedy Agung; Ernawati, Rika
Jurnal Mineral, Energi dan Lingkungan Vol 8, No 1 (2024): Jurnal Mineral Energi dan Lingkungan, Volume 8, No 1 Tahun 2024
Publisher : Fakultas Teknologi Mineral, Universitas Pembangunan Nasional (UPN)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31315/jmel.v8i1.12396

Abstract

Investment analysis needs to be done to determine the feasibility of a project from an economic perspective. In this research, an investment analysis were applied in a coal mine project. The analysis were considering the results of NPV and IRR. NPV is the result of subtracting discounted costs [8]. IRR is an interest rate that shows the net present value is equal to the total amount of business investment [9]. The methods used in the analysis are the conventional method and the Fuzzy method. Conventional method is done by using NPV and IRR formula in Ms.Excel while Matlab for Fuzzy. The Fuzzy method apply a membership functions, namely triangular fuzzy number. The results of the analysis using conventional methods show an NPV value of $ 14,900,691 or IDR 223 Million with an IRR value of 69.8%. The results of the analysis using the fuzzy method with triangular membership functions showed the NPV values of IDR 232 Million and IRR 40.1 %. From the analysis, it can be seen that the fuzzy method is able to produce a larger NPV but a smaller IRR value whose value is close to conventional methods with the same input variables. So it can be concluded that the fuzzy method is quite well applied in investment analysis and it can help for the final decision of a project
Sensitivity analysis of coal mine project investment using fuzzy model utami, Hasrin citra; Cahyadi, Tedy Agung; Ernawati, Rika
Jurnal Mineral, Energi dan Lingkungan Vol 8, No 1 (2024): Jurnal Mineral Energi dan Lingkungan, Volume 8, No 1 Tahun 2024
Publisher : Fakultas Teknologi Mineral, Universitas Pembangunan Nasional (UPN)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31315/jmel.v8i1.12396

Abstract

Investment analysis needs to be done to determine the feasibility of a project from an economic perspective. In this research, an investment analysis were applied in a coal mine project. The analysis were considering the results of NPV and IRR. NPV is the result of subtracting discounted costs [8]. IRR is an interest rate that shows the net present value is equal to the total amount of business investment [9]. The methods used in the analysis are the conventional method and the Fuzzy method. Conventional method is done by using NPV and IRR formula in Ms.Excel while Matlab for Fuzzy. The Fuzzy method apply a membership functions, namely triangular fuzzy number. The results of the analysis using conventional methods show an NPV value of $ 14,900,691 or IDR 223 Million with an IRR value of 69.8%. The results of the analysis using the fuzzy method with triangular membership functions showed the NPV values of IDR 232 Million and IRR 40.1 %. From the analysis, it can be seen that the fuzzy method is able to produce a larger NPV but a smaller IRR value whose value is close to conventional methods with the same input variables. So it can be concluded that the fuzzy method is quite well applied in investment analysis and it can help for the final decision of a project
Rancangan Saluran Pada Pemindahan Aliran Sungai Kili Besar Di Area Pertambangan Batubara di Lahat, Sumatra Selatan Menggunakan Apllikasi HEC-HMS dan HEC-RAS Mendrofa, Yudha Chrisman; Tedy Agung Cahyadi; Shofa Rijalul Haq
Retii Vol 18 No 1 (2023): Prosiding Seminar Nasional ReTII ke-18 (Edisi Penelitian)
Publisher : Institut Teknologi Nasional Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Pada pertambangan batubara, sering dijumpai adanya aliran sungai yang membentang di kawasan tambang. Hal ini tentu mempengaruhi produksi dan jalannya penambangan sehingga perlu dilakukan perlakukan khusus, yaitu pemindahan aliran sungai. Dalam pemindahan aliran sungai, perlu memperhatikan beberapa hal seperti, debit sungai rancangan, dimensi saluran sungai yang baru, dan lain sebagainya. Ini dilakukan tidak merusak lingkungan dan tidak mengakibatkan banjir di kemudian hari pada saluran sungai yang baru. Penggunaan aplikasi HEC-HMS dan HEC-RAS dapat membantu dalam perhitungan dan pemodelan saluran.
RANCANGAN GEOMETRI SALURAN TERBUKA DENGAN VALIDASI PEMODELAN GENANGAN SOFTWARE HEC – RAS Bimantoro, Adyaksa Bagas; Cahyadi, Tedy Agung; Rosadi, Peter Eka; Nusanto, Gunawan; Ratminah, Wawong Dwi; Riyadi, Achmad
Indonesian Mining Professionals Journal Vol 6, No 1 (2024): April
Publisher : PERHAPI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36986/impj.v6i1.105

Abstract

Open channels are a medium for collecting and channeling water to keep the mining area dry. Often there are design changes in open channel designs to suit the field, causing more time and costs. Therefore, validation is needed that can simulate the calculated open channel design before actual application. Hydrologic Engineering Center – River Analysis System (HEC-RAS) is software for simulating inundation in open channel designs to convey water before it is actually applied. The initial method used is determining the planned rainfall using the gumbell method and determining the rain catchment area (DTH) to obtain runoff discharge. The runoff discharge with three DTHs as follows, DTH I = 6.47 m3/sec, DTH II = 7.38 m3/sec, and DTH III = 10.67 m3/sec is the data to obtain open channel geometry using the Manning formula. The results of the open channel geometric design will become input data for HEC-RAS in modeling open channel inundation to validate the suitability of the design results before applying them to the field.
DESAIN SALURAN TERBUKA BERBASIS MICROSOFT EXCEL: Perhitungan dan Pemodelan yang Praktis dan Effisien Faizal Agung Riyadi; Cahyadi, Tedy Agung; Nurkhamim; Supandi
KURVATEK Vol 4 No 2 (2019): November 2019
Publisher : Institut Teknologi Nasional Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33579/krvtk.v4i2.1563

Abstract

A channel is constructed as a media for water to flow. Phases of plan, design, and construction of a channel require a lot of time, effort, and budget. Design and construction of a channel need to be suited to certain requirements and characteristics of the location. Changes of design parameters often occurred as a result of technical and economical considerations. It leads to changes of channel design to adapt to the new parameters. Hence, the needs of tool to ease the calculation of channel design. Required parameters for channel design calculations are flow (Q), Chezy’s resistance factor (C), Darcy-Weisbach’s coefficient (f), atau Manning’s roughness factor (n), and the channel base gradient (i). The objective of this research are channel design calculations and modelling, in addition profide a tool which is practical and easy to use. The methods are Chezy, Darchy-Weisbach, and Manning formula to calculate the design of varied channel type using Microsoft Excel software. Determinations of Chezy’s resistance factor (C), Darcy-Weisbach’s coefficient (f), can be related to Manning’s roughness factor (n) value. Manning’s roughness factor (n) can be estimated from the size of channel bed’s lining material particles (d) using certain formula or define the value dirrectly from Manning’s roughness factor table.The result of this research including a tool for open channel design calculation and modelling“Kalkulator Desain Saluran – FAR”. The writers propose a new formula to estimate Manning’s roughness factor (n) value from the size of channel bed’s lining material particles (d). In addition, the writers propose formulas to directly calculate water level on the channel geometry section (y). The formula include coefficient of α which is based on relations of channel geometry parameters in to the formula of Chezy, Darchy-Weisbach, and Manning.
Planning for Normalization of the Apu River in the Post-Mining Area Gunawan, Risal; Ernawati, Rika; Cahyadi, Tedy Agung
Journal of Earth and Marine Technology (JEMT) Vol 5, No 1 (2024)
Publisher : Lembaga Penelititan dan Pengabdian kepada Masyarakat - Institut Teknologi Adhi Tama Suraba

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jemt.2024.v5i1.6432

Abstract

Miners often leave traces such as irregular river channels, holes in the mining area without repair measures, the mining area is located in Boyolali Regency, precisely in the Apu River area. Apu River is one of the centers of Merapi sand mining which is quite large, mining activities have the potential to cause river overflows. For this reason, improvements need to be made. This study aims to plan a post-mining model in a river that has changed, the method in this study is to take water discharge directly with 5 sampling points and analyze the distribution of gumbell rainfall for 10 years and make a comparison, then a trapezoidal open channel plan is made and modeled in HEC-RAS software. Based on the results of taking river water discharge, it is known that the maximum river flow velocity is 0.57 m3/second, while the results of the rainfall analysis are 2.77m3/second. so that in repairing the cross-section using a higher water discharge. The method of repairing the river cross-section is the trapezoidal open channel method, the dimensions of the open channel are designed using a manning roughness of 0.30. The initial design depth of the channel was 1.35 m plus 0.60 m to avoid flood overflow, so that the channel depth became 1.95 m.
Menuju Rumah Sakit Tangguh Bencana Berbasis Komunitas Stephanus Maria Eduat; Johan Danu Prasetya; Tedy Agung Cahyadi; Yohana Noradika Maharani; Widyawanto Prastistho; Yohanes Ary Prayoga; Bambang Dwijo Pranowo; Ficky Adi Kurniawan
Jurnal Anestesi Vol. 3 No. 2 (2025): Jurnal Anestesi: Jurnal Ilmu Kesehatan dan Kedokteran
Publisher : Stikes Kesdam IV/Diponegoro Semarang, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59680/anestesi.v3i2.1713

Abstract

The hospital is the end of service for victims affected by disasters, the frequency and intensity of disasters that continue to increase give great responsibility to the hospital in reducing the rate of injury and even death so that the resilience of the hospital must be bouncy by maximizing all related elements. However, there is growing evidence that many hospitals are vulnerable to disasters, and more effective strategies are needed to minimize disaster risk. This paper uses the method of narrating a literature review with a simple process hierarchy analysis approach to see the priorities of implementing resilience in hospitals. The result of this paper is that hospital resilience will be able to increase by involving the community, both internal and external, by adopting good practices for community-based disaster risk management.
Co-Authors A. Belo, Delia Ximenes Abdul Halim Pelu Achmad Sadikin Agung Yulianto Nugroho Agustian, Yusrian Aisyah Salma Aji Lambang Hidayah aldin ardian, aldin Alfianto, Danny Algifari, Arif Aminuyati Amrin, Dedy Andrawina Wina Angggian R., Shahensah Anand Anggoro, Hengky Ansori, Muhammad Iqbal Anton Sudiyanto Anton Sudiyanto Ardinanta, Desta Nugraha Arif Munandar aritonang, bobby gersom amari Arrina Khanifa Astika Putri Roshinta Bagus Wiyono Bagus Wiyono Bambang Dwijo Pranowo Barlian Dwinagara Bimantoro, Adyaksa Bagas Butungan, Jeragustivia Dahono Haryanto Dedy Amrin Deka Citra Dinata Delia Ximenes A. Belo Divina Maria Marques Doni Firdaus Fadlil Dwi Januar Ariyanto Dwi Mayanti Mega Lesmana Dwi Poetranto Waloeyo Adji Dwi Yolanda Sumbung Dwinegara, Barlian Dyah Nunki Yalesrie Eddy Winarno Eddy Winarno Eddy Winarno, Eddy Edy Nursanto Edy Nursanto Edy Nursanto Edy Nursanto Edy Nursanto Eman Widijanto Erwedi Erwedi Erwedi, Erwedi Fadlil, Doni Firdaus Faizal Agung Riyadi Ficky Adi Kurniawan Firmansyah, Ilham Fitri Nauli Fitriani Fitriani Gabriel Ranteallo Gandar Mahojwala Genadi Toar Nainggolan Gunawan Nusanto Gunawan Nusanto, Gunawan Gunawan, Risal Habibah, Annisa Ummu Hadi Purwanto Halimah Tusak Diah Hana Trijayanti Haq, Shofa Rijalul Hartono Hartono Hartono Hartono Hartono Hartono Hartono Sihir Hasywir Thaib Siri Hasywir Thaib Siri Hasywir Thaib Siri hasywir thaib siri, hasywir thaib Hendriono, Hendriono Hengky Anggoro Herlina Jayadianti Herniti, Dwi Heru Suharyadi Ifa Aulia Chusna Ilham Firmansyah Imawati, Rika Indah Setyowati Indah Setyowati Indun Titisariwati Indun Titisariwati Indun Titisariwati Indun Titisariwati, Indun Inmarlinianto Inmarlinianto, Inmarlinianto Jeragustivia Butungan Jeremia Christopher Herbert Siregar kadek nando setiawan nando Karel Lutan Warda Ketut Gunawan Ketut Gunawan Khanifa, Arrina Kresno Kresno Kresno Kresno Kurniawan, Fitra Kusumayudha, Sari Bahagiarti Larasati, Ivana Ardhia Leka, Emil Salim Kahmi Lesmana, Dwi Mayanti Mega Lilik Eko Widodo Linggasari, Shenny M. Rahman Yulianto Mariatul Kiptiah Marques, Divina Maria Masjon Parhusip Mendrofa, Yudha Chrisman Moh Ardiansyah Monica Warih Widi Krisanti Muhammad Arifin Nur Muhammad Fathurrahman Pitayandanu Muhammad Iqbal Ansori Muhammad Tri Aditya Muhammad Wildan Ilyasa Nainggolan, Genadi Toar Notosiswoyo, Sudarto Nugroho, Arif Rianto Budi Nur Ali Amri Nur Ali Amri Nur Ali Amri Nur Ali Amri, Nur Ali Nurkhamim Nurkhamim Nurkhamim Nurkhamim, Nurkhamim Pambayu, Aldio Kresna Pasa, Titis Ilham Permadi, Fajar Peter Eka Rosadi Peter Eka Rosadi, Peter Eka Pramono, Sidik Prasetya, Johan Danu Prawira, Hadi Putranto, Fery Izzan R.Horman, Juanita Rahmat Aditya Ramadhana Adi Rusyada Rendy Fahlevi Resa Risal Pradita Reza Adhi Fajar Rika Ampuh Hadiguna Rika Ernawati Rika Ernawati Rika Ernawati Rika Ernawati Rika Ernawati Rika Ernawati Rika Imawati Risaldi Hidayat Riyadi, Achmad Riyadi, Faizal Agung Rusdi Darmawan S. Koesnaryo Sabrina Umi Khabibah Sari Bahagiarti Kusumayudha Sari Bahagiarti Kusumayudha satria fitrio SB, Waterman Septianto, Erwin Setiyawa, Meindra Shahensah Anand Angggian R. Shofa Rijalul Haq Sigit Bagus Prabowo Singgih Saptono, Singgih Siregar, Imerilda Parlina Soekamto, Untung Stephanus Maria Eduat Sudarto Notosiswoyo Sudaryanto Suharsono Suharsono Suyono Suyono Suyono Suyono Suyono Syafrianto, Syafrianto Syamsul Arifin Syari Rahma Yanti Syihab, Zuher Tasidjawa, Gabriela Elisabeth Totok Sulistyo Tri Aditya, Muhammad Ulfa Nindya Kesuma Warsito utami, Hasrin citra Vega Vergiagara Vinansius Jimmy Jati Waterman SB Waterman SB Waterman SB Waterman SB Waterman Sulistyana Bargawa Waterman Sulistyana Bargawa Waterman Sulistyana Bargawa Waterman Sulistyana Bargawa Waterman Sulistyana Bargawa, Waterman Sulistyana Wawong Dwi Ratminah Wawong Dwi Ratminah, Wawong Dwi Wenny Kartika Widijanto, Eman Widodo, Lilik Eko Widyawanto Prastistho Winda Winda Yohana Nodarika Maharani Yohana Noradika Maharani Yohanes Ary Prayoga Yulantoro, Marchell Yulfanzah Zuher Syihab