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Contact Name
LPPM Sekolah Tinggi Teknologi Migas
Contact Email
lppm.sttmigas@gmail.com
Phone
+6281256245694
Journal Mail Official
petrogas@ejournal.sttmigas.ac.id
Editorial Address
KM.8, Karang Joang, Kec. Balikpapan Utara, Kota Balikpapan, Kalimantan Timur 76127
Location
Kota balikpapan,
Kalimantan timur
INDONESIA
Petrogas : Journal of Energy and Technology
ISSN : -     EISSN : 26565080     DOI : https://doi.org/10.58267/petrogas
PETROGAS: Journal of Energy and Technology covers research articles including: Fossil Energy Renewable Energy Innovation of Technology Technology of Exploration & Exploitation Technology of Industrial Management in Energy Environmental
Articles 104 Documents
ANALISIS KEEKONOMIAN PROYEK KERJA ULANG (WORKOVER) SUMUR X LAPANGAN XD MENGGUNAKAN METODE PSC (PRODUCTION SHARING CONTRACT) Sarungu', Selvia; Batistuta Losong, Enosh Aksedurt; Firdaus, Firdaus
PETROGAS: Journal of Energy and Technology Vol 8, No 1 (2026): MARCH
Publisher : Sekolah Tinggi Teknologi MIGAS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58267/petrogas.v8i1.206

Abstract

Well X in the XD Field is a natural gas production well located in the XD field, South Sumatra, which is experiencing a decline in production caused by excess water production at a flow rate of 4 MMscfd and then repairs are carried out through rework, namely squeeze cementing. With the aim of the well producing gas optimally again. In a gas production volume of 1,095 Mmscf for 1 year of production from the “X” well, the result s of the calcu1ation of economic indicators at the time of planning on gas prices 5 USD/MMBTU obtained a net present value of 807 M US $, an internal rate of return of 379% and a payout time of 0.20 years based on the PSC (Production Sharing Contract) model. 
PERENCANAAN SQUEEZE CEMENTING JOB PADA SUMUR “RF-L”, LAPANGAN “D” DENGAN MENGGUNAKAN METODE BALANCE PLUG Rombe, Ripal; Afifah, Rohima Sera; Mukmin, Muhammad Nur; Tryana, Aris Luqman; Manik, Nijusiho; Kurniawan, Rizky
PETROGAS: Journal of Energy and Technology Vol 8, No 1 (2026): MARCH
Publisher : Sekolah Tinggi Teknologi MIGAS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58267/petrogas.v8i1.207

Abstract

This research aims to design a squeeze squeeze cementing job for well “RF-L” in field “D” using the balance plug method to isolate the MFS-8 formation layer, which has shown a decline in productivity and an increase in water production. The research method using the balance plug technique . The calculations were based on casing, tubing, perforation, and reservoir pressure data. The results indicate that the squeeze cementing operation requires 46 sacks of Class G cement with a total slurry  volume of 9.402 bbl and 5.5 bbl of mixing water. The volume of spacer ahead was 12.81 bbl and spacer behind was 1.09 bbl, while the displacement fluid volume was 4.5 bbl (after subtracting 1 bbl of underdisplacement). Reverse circulation of 5.2 bbl was performed to clean residual slurry  from the tubing. Hesitation and Waiting on Cement (WOC) were applied to ensure the cement hardened properly in the target zone without damaging the formation
ANALISIS PENANGGULANGAN MASALAH SHALE PADA TRAYEK 8 ½" MENGGUNAKAN KCL - POLYMER POLYAMINE PADA SUMUR MKLS Rivani, Mukhlis Farhan; Manik, Nijusiho; Amiruddin, Amiruddin; Paindan, Esterina Natalia
PETROGAS: Journal of Energy and Technology Vol 8, No 1 (2026): MARCH
Publisher : Sekolah Tinggi Teknologi MIGAS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58267/petrogas.v8i1.209

Abstract

Shale formations in the 8 ½” section of MKLS Well in East Kalimantan present drilling challenges due to their reactive nature at high temperatures up to 250°F. The interaction between water-based mud and clay minerals can cause swelling, sloughing, and bit balling, which increase Non-Productive Time (NPT) and operational risks. This study aims to evaluate the effectiveness of a High Performance Water-Based Mud (HPWBM) system based on KCl–Polymer Polyamine in mitigating these risks. Testing included mud property evaluation, Linear Swelling Meter (LSM), Erosion Test, and Accretion Test using shale cuttings from MKLS Well. Results show a mud density of 1.36 g/cc, plastic viscosity of 15 cP, yield point of 25 lb/100 ft², filtrate loss of 4.8 mL/30 minutes, and pH of 9.40. Swelling of 3.5% (72 hours), erosion of 2.6%, and accretion of 1.45% indicate good inhibition, reducing wellbore instability, shale sloughing, tight hole, pack-off, and bit balling.
PENDEKATAN SISTEM INFORMASI GEOGRAFIS (SIG) DALAM PENENTUAN ZONA KERENTANAN TANAH: STUDI KASUS BERAMBAI, SEMPAJA UTARA, KOTA SAMARINDA Ayuningrum, Reta Andila; Ryka, Hamriani; Agusti Putri, Efrina Chandra; ., Jamaluddin
PETROGAS: Journal of Energy and Technology Vol 8, No 1 (2026): MARCH
Publisher : Sekolah Tinggi Teknologi MIGAS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58267/petrogas.v8i1.210

Abstract

This study aims to identify the geomorphological characteristics, drainage patterns, and landslide susceptibility levels in the Berambai area and its surroundings, North Samarinda District. The research method integrates analyses of morphometric data, lithology, and geological structures. The results indicate that the study area is a single structural origin landform, divided into three landform units: undulating/sloping (s1), hilly-undulating (s2), and sharply dissected hilly/steep (S3). genetically, this region is influenced by syncline structures and a right lag slip fault, which control the development of dendritic drainage patterns in the Northwest and East, and subdendritic patterns in the Central to Southern parts. Landslide susceptibility analysis reveals a dominance of the Moderate Susceptibility Zone (60.3%), covering residential areas, followed by the high susceptibility zone (31.3%) on steep slopes with open land, and the low susceptibility zone (8.4%) in densely vegetated flatlands. The correlation between steep slopes, geological structural control, and intensive land use is the primary factor driving the high risk of ground movement in the study location

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