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All Journal JGE (Jurnal Geofisika Eksplorasi) Jurnal Pengabdian UntukMu NegeRI Dinasti International Journal of Education Management and Social Science Jurnal Fisika dan Terapannya Jurnal Altifani Penelitian dan Pengabdian kepada Masyarakat Phydagogic : Jurnal Fisika dan Pembelajarannya JURNAL FISIKA PAPUA EBAMUKAI; JURNAL PENGABDIAN ILMU PENGETAHUAN DAN TEKNOLOGI
Sutarman, Tatang
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Religion Agriculture, Biological Sciences & Forestry Humanities Astronomy Computer Science & IT Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Nursing Physics Public Health Social Sciences Other

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Journal : JURNAL FISIKA PAPUA

 1 
Analisis Struktur Lapisan Tanah Menggunakan Metode Geolistrik Resistivitas Konfigurasi Schlumberger Vertikal di Kompleks Perumahan Dosen Uncen Kali Acai, Kulurahan VIM, Distrik Abepura, Kota Jayapura Mantiri, Steven Yohanes Yulianus; Alwendzani, Vinexa; Napitupulu, Daniel; Sutarman, Tatang
Jurnal Fisika Papua Vol. 2 No. 2 (2023): Jurnal Fisika Papua
Publisher : Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31957/jfp.v2i2.88

Abstract

Research on the analysis of the structure of the soil layer using the Vertical Schlumberger Geoelectric method in the Lecturer Housing Complex of Uncen Kali Acai, VIM Village, Abepura District, Jayapura City. This study aims to determine the soil layer, determine the location and depth of the soft soil layer, determine the soft and hard soil. Data retrieval using geoelectric resistivity method with vertical Schlumberger configuration. The instrument used for subsurface surveys is the HV 500 AK resistivity meter. Field measurements obtained electric current and voltage values and then calculated the apparent resistivity values obtained from analysis using IP2win software to see the distribution profile, depth, and thickness of the soil layer.After doing research in the field, it can be seen that the subsurface structure at the research site is dominated by soft clay material with a resistivity value of 0.24 -692.00 Ωm. . In addition, there is a layer of hard rock in the form of a mixture of limestone with a resistivity value of 1181.00 - 8319.00 Ωm.. And the types of subsurface rocks found at the research site are clay, sandstone and limestone.
Simulasi Pengaruh Kedalaman Kolam Penenang, Ukuran Pipa Pesat, dan Tinggi Efektif Pada Daya Keluaran Pembangkit Listrik Mikrohidro Rahman, Rahman; Payage, Yohanis; Ngaderman, Hubertus; Sutarman, Tatang
Jurnal Fisika Papua Vol. 2 No. 2 (2023): Jurnal Fisika Papua
Publisher : Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31957/jfp.v2i2.90

Abstract

Telah dilakukan Penelitian guna mengetahui nilai-nilai parameter yang berkaitan dengan Pembangkit Listrik Mikrohidro. Parameter yang digunakan dalam penelitian adalah jari-jari pipa pesat, kedalaman kolam penenang, tinggi efektif dari pusat turbin ke dasar kolam penenang, efesiensi turbin dan efisiensi generator. Metode yang digunakan dalam penelitian ini adalah metode Simulasi dengan peralatan penunjang MS Excel berdasarkan persamaan-persamaan hasil rumusan. Pembangkit listrik dengan skala mikro atau rumahan yang mempertimbangkan ketersedian sumber daya alam yang dapat dikonversi menjadi energi listrik. Memberikan pemahaman baik kepada penulis, pembaca, maupun masyarakat agar mampu memanfaatkan sumber potensi alam yang berada di wilayah silimo suku ngalik, yaitu sungai keniaghay yang menkonversikan energi gerak menjadi energi listrik di wilayah tersebut.
Identifying Aquifer Layers Using the Vertical Schlumberger Configuration Resistivity Geoelectric Method in the Permata Hijau Housing Complex, Koya Barat Village, Muara Tami District, Jayapura Syahardian, Rangga; Mantiri, Steven Y.Y.; Sutarman, Tatang
Jurnal Fisika Papua Vol. 4 No. 1 (2025): Jurnal Fisika Papua
Publisher : Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31957/jfp.v4i1.212

Abstract

Research on identifying aquifer layers using the vertical Schlumberger Configuration Resistivity Geoelectric method was carried out in the Permata Hijau Housing Complex, Koya Barat Village, Muara Tami District, Jayapura City. This research aims to determine the resistivity, location and depth of the aquifer layer. The research methods used are field geophysical surveys and geophysical computing. The field geophysical survey method used is the geoelectric method. Field geophysical surveys, using the IREST300f resistivity meter, obtained other data on potential and electric current strength for field resistivity analysis. Computational geophysical methods provide the actual resistivity and vertical profile of soil layers. The number of vertical research points is 5 points. The research results show that there is an aquifer layer at each research point with variations in resistivity values, location and depth. The groundwater aquifer layers are vertical, namely at point 1 there are 2 free aquifer layers with resistivities of 3.34 Ωm and 1.65 Ωm. At point 2 there are 4 layers of unconfined aquifer with resistivities of 9.31 Ωm, 7.13 Ωm, 3.30 Ωm and 6.12 Ωm. At point 3 there are 3 layers of unconfined aquifer with resistivities of 5.61 Ωm, 3.00 Ωm and 1.61 Ωm. At point 4 there are 2 layers of unconfined aquifer with resistivities of 9.30 Ωm and 4.52 Ωm. At point 5 there are 3 unconfined aquifer layers with resistivities of 2.35 Ωm, 8.38 Ωm and 3.18 Ωm. The free aquifer layer is visible at point 1, found in layer 8 with a depth of 4.95-8.80 m and layer 10 with a depth of 19.20-24.00 m. The free aquifer layer is visible at point 2, found in layer 5 with a depth of 3.00-6.80 m and layer 7 with a depth of 16.10-20.00 m. layer 9 with a depth of 8.80-19.20 m and layer 11 6.12 Ωm with a depth of 53.00-76.00 m. The free aquifer layer is visible at point 3, found in Layer 5 with a depth of 3.40-6.00 m; layer 9 with a depth of 15.50-37.30 m; and layer 12 with a depth of 80.00-97.00. The free aquifer layer is visible at point 4, Layer 6 with a depth of 4.28-7.35 m. and Layer 10 with a depth of 50.00-57.40 m. The free aquifer layer is visible at point 5, Layer 4 with a depth of 5.31-5.65 m. Layer 8 has a depth of 15.50-39.00 m and layer 11 has a depth of 93.40-146.00 m.
Co-Authors Alwendzani, Vinexa Anou, Kezia Noviani Auparai, Alex Martinus Mamun Bangkit Sudrajad Caecilia Bintang Girik Allo Diesya, Choirul Wulan Hamzah, Hardi Khaeriah Dahlan Kurni, Yoseph Nelson Mantiri, Steven Y.Y. Muzzaki, Fauzan Afraa Napitupulu, Daniel Ngaderman, Hubertus Papriani, Nada Pertiwi Payage, Yohanis Rahman Rahman Rhofiq, Abdul S, Ego Srivajawaty Simbiak, Esther Talita Steven Y.Y Mantiri Steven Y.Y. Mantiri Susilowati, Rachmadani Octalia Syahardian, Rangga Wahyu Kumala Sari Worembai, Andrew Yayan Hendayana