Article Per Year (5 Year)
p-Index From 2020 - 2025
4.117
P-Index
This Author published in this journals
All Journal Jurnal Reka Lingkungan Jurnal technoscientia Jurnal Teknik Pengairan: Journal of Water Resources Engineering Jurnal Dampak JURNAL KESEHATAN LINGKUNGAN (Journal of Environmental Health) Konversi JURNAL KESEHATAN LINGKUNGAN: Jurnal dan Aplikasi Teknik Kesehatan Lingkungan Journal of Environment and Sustainability Jukung (Jurnal Teknik Lingkungan) Jurnal Serambi Engineering Al-Ard: Jurnal Teknik Lingkungan Risenologi JURNAL TEKNOLOGI TECHNOSCIENTIA International Journal of Environmental, Sustainability, and Social Science Teknika Sains : Jurnal Ilmu Teknik Andalasian International Journal of Applied Science, Engineering, and Technology Jurnal Teknologi Lingkungan Lahan Basah Jurnal Sains dan Teknologi Serambi Engineering
Teguh Taruna Utama
Universitas Islam Negeri Sunan Ampel
Aerospace Engineering Agriculture, Biological Sciences & Forestry Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Dentistry Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Immunology & microbiology Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Veterinary

Published : 26 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 26 Documents
Search

 1   2   3 
Analisis Potensi Bahaya dan Pengendalian K3 di Sandtrap dan Heifer PT. Q Menggunakan Metode FMEA Dinda Maharani Saszia Putri; Teguh Taruna Utama
INSOLOGI: Jurnal Sains dan Teknologi Vol. 4 No. 5 (2025): Oktober 2025
Publisher : Yayasan Literasi Sains Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55123/insologi.v4i5.6515

Abstract

Occupational Safety and Health is a crucial aspect in operational activities in the industrial sector, including the livestock industry such as PT. Q. In large-scale livestock activities, potential hazards to workers, livestock, and the surrounding environment can arise from various routine activities, such as waste processing and maintenance of existing facilities. Therefore, the implementation of an OHS system is needed to minimize work risks and ensure the continuity of safe and efficient operations. This study aims to determine the risk of work accidents, classify potential hazards, and evaluate and provide additional risk controls in the sandtrap and heifer areas of PT. Q. The FMEA method has the advantage of being able to explain various risks in detail and comprehensively, helping to improve future work, and is able to identify accident risks based not only on one criterion, but also on three criteria: severity, frequency of occurrence, and detectability. The data collection used was obtained from interviews with 7 respondents, observations, and documentation. The data collection techniques used were interviews and direct practice. Therefore, some suggestions that can be given are using remote operator tools in the machine operator section, adding protection to the screen section and moving roller separator machines, carrying out routine maintenance on the roads used, installing K3 signs in every road traffic, providing first aid kits in every department, and providing K3 socialization to all company staff involved.
Rencana Pembangunan Infrastruktur Sanitasi Indonesia Emas 2045 Melalui Gagasan SPAL di Kawasan Kumuh Desa Bligo, Kabupaten Sidoarjo Belinda Safa Salsabila Zuhri; Tri Sunan Agung; Teguh Taruna Utama
Risenologi Vol. 9 No. 1 (2024): Risenologi
Publisher : Kelompok Peneliti Muda Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47028/risenologi.v9i1.659

Abstract

Salah satu dari 5 kawasan kumuh tertinggi di Kabupaten Sidoarjo adalah Desa Bligo dengan luas mencapai 11,71 Ha. Kawasan kumuh dengan sanitasi yang buruk akan menghambat pencapaian Target Indonesia Emas 2045. Target Indonesia Emas 2045 menargetkan adanya pemerataan akses masyarakat terhadap prasarana dasar, salah satunya adalah sanitasi yang aman. Tujuan penelitian ini adalah untuk menyediakan perencanaan Sistem Penyaluran Air Limbah (SPAL) di Desa Bligo sebagai salah satu alternatif terhadap layanan sanitasi yang aman. Penelitian ini dilakukan dengan pengamatan langsung di lapangan dan pemodelan wilayah dari internet secara digital. SPAL Desa Bligo dirancang untuk periode 20 tahun dengan hasil proyeksi penduduk sebesar 7500 jiwa. Wilayah Desa Bligo memiliki bentangan sungai dari barat ke timur desa. Dengan kondisi tersebut, SPAL dibuat menjadi 2 zona dengan total panjang saluran mecapai 3,138 meter. SPAL Desa Bligo akan melayani 95% penduduk dengan hasil perhitungan debit air buangan mencapai 0,093 m3/detik. Oleh karena itu, digunakan pipa dengan diameter atara 100 – 600 mm. Dengan dimensi tersebut direncanakan kecepatan saluran tertinggi mencapai 2,8 m/s. Desa Bligo didominasi oleh hamparan tanah datar dengan elevasi yang hampir sama di seluruh wilayah desa. Untuk mencegah penggalian tanah yang terlalu dalam, maka SPAL Desa Bligo menggunakan pompa dengan galian tanah paling dalam sedalam 2,99 m. Perencanaan ini bernilai 8 milyar Rupiah meliputi pembuatan manhole, pemasangan pipa dan pompa, serta pekerjaan tanah. Peneliti menyarankan supaya dibentuk lembaga pemeliharaan sehingga SPAL Desa Bligo dapat berfungsi secara berkelanjutan.
Distribution and Abundance of Microplastics in Underground Rivers in the South Malang Karst Area: First Evidence in Indonesia Suprayogi, Dedy; Utama, Teguh Taruna; Hadi, Moch Irfan; Agung, Tri Sunan; Rizqiyah, Ziadatur
JURNAL KESEHATAN LINGKUNGAN Vol. 16 No. 2 (2024): JURNAL KESEHATAN LINGKUNGAN
Publisher : Universitas Airlangga

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20473/jkl.v16i2.2024.101-109

Abstract

Introduction: The presence of microplastics in the environment increases the diversity of types of pollutants in waters, including clean water sources on the surface and underground. Karst areas have unique hydrological characteristics, with cracks and fissures between the rocks that can be potential routes for the transport and accumulation of microplastics in underground river flows. In this study, we want to know the distribution and abundance of microplastics in underground rivers in the karst area of South Malang, Indonesia. Methods: Samples were collected purposively from underground river of Lowo, Banyu and Sengik. Microplastics were prepared using a diluted solvent of 30% H2SO4 and 30% H2O2. The sediment sample was dried and then filtered twice using 300-mesh size nylon filters until microplastic particles accumulated. Results and Discussion: Microplastics were detected in all water samples, with an average abundance ranging from 1.8 to 2.3 particles per liter. Fibers were the dominant microplastic type, followed by fragments and films, while the color distribution includes blue, white, red, yellow, black, green, pink, and brown. Conclusion: Microplastic contamination has been found in underground river flows in the karst area of South Malang, Indonesia. Karst soil, traditionally viewed as a natural filter, is not impervious to plastic pollution. This suggests significantly higher surface contamination than previously assumed. Therefore, reducing surface pollution is essential to safeguard the precious quality of underground aquifers and protect public health above.
Sistem Penyediaan Air Minum Kabupaten Manggarai dengan Sistem Zonasi di Desa Bangka Kenda Utama, Teguh Taruna
Al-Ard: Jurnal Teknik Lingkungan Vol. 5 No. 2 (2020): March
Publisher : Department of Environmental engineering, Faculty of Science and Technology, Islamic State University Sunan Ampel Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29080/alard.v5i2.871

Abstract

Water resources in Manggarai Regency are mostly supplied from springs. One of the villages in Manggarai Regency that uses springs is Bangka Kenda Village. Bangka Kenda Village requires drinking water of 10.41 Liters/second. This need for water is the result of drinking water projections in Manggarai Regency in 2037. Pressure values obtained from the results of manual calculations range from 5.63 meters to 93.82 meters. While the simulation results using the EPANET program, the pressure value is at 5.69 meters up to 93.84. The value of the manual calculation pressure with EPANET is not much different so that the pipe diameter selection is appropriate according to plan. The selected pipe is HDPE. The selected pipe diameter is 1.5 "; 2 "; 3 "; 4 and 5 ", respectively. The pipe has a water pressure resistance of 12.5 bar.
Perencanaan Instalasi Pengolahan Air Limbah (IPAL) Domestik Central Processing Plant (CPP) Gundih PT. Pertamina EP Asset 4 Cepu Field Hanuranti, Aviandini Galih; Nengse, Sulistiya; Pribadi, Arqowi; Nurmaningsih, Dyah Ratri; Utama, Teguh Taruna
Al-Ard: Jurnal Teknik Lingkungan Vol. 6 No. 1 (2020): September
Publisher : Department of Environmental engineering, Faculty of Science and Technology, Islamic State University Sunan Ampel Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29080/alard.v6i1.983

Abstract

Central Processing Plant (CPP) Gundih is one of the production facilities of natural gas processing Blok Gundih PT. Pertamina EP Asset 4 Cepu Field from Kedungtuban, Randublatung, and Kedunglusi structure. Main activities of CPP Gundih consist production and operational activities. Production activities produces produced water. The water treatment of produced water processed by a production system and process. Operational activities of CPP Gundih produces wastewater from domestic activities (office) by 161 workers/day. The quantity of domestic wastewater are 21,896 m3/day, and the quality of Biological Oxygen Demand (BOD), Chemical Oxygen Demand (COD), and Total Suspended Solid (TSS) are 9,8 mg/L, 100 mg/L, and 33 mg/L. Grey water and black water currently accommodated in septic tanks. Runoff from the septic tank flowed through drainage without treatment. Therefore, sewerage treatment plant planned with anaerobic-aerobic biofilter. The cost needed for the construction are Rp. 13.590.441,80-.
Residential Drainage System Planning X Sidoarjo District Maulana, Akmal Dzikri; Setyowati, Rr Diah Nugraheni; Utama, Teguh Taruna
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 16 No. 2 (2025)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.pengairan.2025.016.02.10

Abstract

An increase in the population growth rate leads to a rise in the need for housing. Housing development can reduce water catchment areas, potentially leading to increased flooding. This drainage system planning aims to determine the flood discharge and channel capacity. The hydrological analysis employs the Gumbel distribution method to determine rainfall with return periods of 5 and 2 years. Rainfall for the 2- and 5-year return periods is equal to 109.5 mm/hr and 136.8 mm/hr. Furthermore, the hydraulic analysis for channel drainage capacity uses the continuity equation and SWMM 5.2 modeling. The results of the hydraulic analysis showed that the channel capacity can accommodate the flood discharge. This is reinforced by the modeling results, which state that the whole conduit and junction can accommodate the flood discharge. This is based on the simulation results of channel conduits that are not red. The channel conduit is marked with green, blue, and yellow markings. This indicates that the planned channel has complied with planning rules. Based on the results of research and planning of the residential drainage system in X Sidoarjo Regency, it can be concluded that the drainage channel plan’s capacity is sufficient to accommodate flood discharge. This is based on mathematical calculation results and modeling simulation results from the SWMM (Storm Water Management Model).
Co-Authors AA Sudharmawan, AA Abdul Hakim Agung, Tri Sunan Ali Djamhuri Aprillia Bunga Firdaus Arqowi Pribadi Auvaria, Shinfi Wazna Aviandini Galih Hanuranti Azzam Fattahul Firdaus Belinda Safa Salsabila Zuhri Berlian Aura Aprilia Dedy Suprayogi Dinda Maharani Saszia Putri Dyah Ratri Nurmaningsih Ekki Rahmawati Eva Agustina, Eva FEBRIANTI, Amalia Firanita, Setiya Ririn Hanuranti, Aviandini Galih Larasati, Indah Maulana, Akmal Dzikri Moch. Irfan Hadi Muchammad Ali Ma'shum Mujaddidi Munfarida, Ida Nailul Afifah Nilandita, Widya Pribadi, Arqowi Rahayu, Septiya Rini Ridlo Barkah Jembar Pinanggih Rizqiyah, Ziadatur Rr Diah Nugraheni Setyowati Rr Diah Nugraheni Setyowati, Rr Diah Nugraheni Saeril Barikiyah Shinfi Wazna Auvaria Sulistiya Nengse Sulistya Nengse Tri Sunan Agung Yusrianti Yusrianti Yusrianti, Yusrianti Zahro, Septi Fatimatus Zumrotin, Amelia