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Identifikasi Segmen Talamau Menggunakan Kombinasi Data Satelit GGMPlus dan Koreksi SRTM2gravity Berdasarkan Analisis Second Vertical Derivative (SVD) Khairunnisa, Widya Indah; Pohan, Ahmad Fauzi
Jurnal Fisika Unand Vol 14 No 2 (2025)
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jfu.14.2.198-204.2025

Abstract

The existence of the Talamau segment was only identified by the BMKG after the earthquake that occurred on Friday morning 25 February 2022 in Talamau District, West Pasaman Regency. This earthquake had a magnitude of 6.1 Mw with 201 aftershocks. This research aims to determine the characteristics of the fault types of the Talamau segment using the gravity method. The gravity method can describe subsurface geological structures based on differences in rock density known as gravity anomalies. Gravity data is taken from satellite gravity data in the form of GGMplus data and SRTM2gravity topography data. The resulting gravity anomaly value can be used to determine the characteristics of the fault type using Second Vertical Derivative (SVD) analysis. The combination of GGMplus and SRTM2gravity data provides results that can describe the existence of the Talamau segment based on differences in rock density contrast. The existence of the Talamau segment is in a moderate anomalous pattern with the constituent components namely alluvium rock, gravel sand, silt, Talamau mountain rock, inseparable volcanic rock, intrusive rock, and Kuantan formation rock. From the SVD analysis, the characteristics of the fault type of the Talamau segment are also obtained, namely strike-slip faults.  
Implementasi Seismik Refraksi Metode Hagiwara untuk Pendeteksian Bidang Gelincir di Sempadan Sungai Daerah Perumahan Sungai Bangek Khaidir, Humaira Aryanti; Pohan, Ahmad Fauzi
Jurnal Fisika Unand Vol 14 No 6 (2025)
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jfu.14.6.554-560.2025

Abstract

The rapid development in the riparian zone of the Bangek River, Koto Tangah District, Padang City, has the potential to increase the risk of geological hazards such as landslides. This study aims to identify the subsurface structure and the presence of slip surfaces in the riverbank area that is being developed into a residential zone, using the Hagiwara method. Data acquisition was carried out along two survey lines, oriented perpendicular and parallel to the river, with offsets of 40 m and 30 m, respectively, employing four geophones and a 10 kg hammer as the seismic source. The interpretation results from the first survey line indicate that the subsurface consists of unsaturated sand and weathered layers, with evidence of a slip surface at a distance of 0–18 m and depths ranging from 0.7–4 m. This slip surface is located within a permeable layer with a low seismic velocity (368.955 m/s), overlain by an impermeable layer with a higher velocity (642.508 m/s). Meanwhile, the second survey line reveals a relatively homogeneous structure composed of weathered layers with varying densities. The Hagiwara interpretation identifies a slip surface along the second refractor, indicating potential slope instability within the first layer characterized by a low seismic velocity (449.165 m/s), suggesting weaker rock compaction. The information regarding the presence and depth of the slip surfaces identified in this study provides an important reference for development planning to mitigate the potential risk of landslides in the Bangek River riparian zone.
Perencanaan Turbin Air sebagai Penggerak Mula Sistem Pembangkit Tenaga Piko-hidro Model Drum Asep Neris Bachtiar; Irwan Yusti; Ahmad Fauzi Pohan
Jurnal Sains dan Teknologi: Jurnal Keilmuan dan Aplikasi Teknologi Industri Vol. 24 No. 1 (2024): Regular Issue
Publisher : SEKOLAH TINGGI TEKNOLOGI INDUSTRI PADANG

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36275/m27r7e32

Abstract

Penelitian survey ini akan menganalisis jenis penggerak mula apa yang tepat untuk diterapkan pada sistem pembangkit tenaga piko-hidro model drum. Jenis penggerak mula yang banyak digunakan pada sistem pembangkit skala kecil antara lain kincir air, turbin Kaplan, turbin Francis, turbin Cross-flow, dan turbin Pelton. Masing-masing turbin memiliki kriteria tertentu sesuai dengan potensi head, debit air, daya bangkit, dan sistem pembangkit yang direncanakan. Dengan demikian perencanaan pemilihan penggerak mula harus mempertimbangkan banyak aspek dan pembahasannya melibatkan banyak formula yang tepat. Dari empat kriteria pengklasifikasian turbin air didapat informasi bahwa ada dua tipe turbin yag cocok untuk diterapkan pada sistem pembangkit tenaga piko-hidro model drum yaitu turbin Francis dan turbin Cross-flow. Di antara kedua turbin tersebut, turbin Cross-flow lebih tepat untuk diterapkan pada sistem pembangkit tenaga piko-hidro model drum mengingat kemudahan dalam proses fabrikasinya. Turbin Cross-flow dpat dibuat di bengkel-bengkel kecil yang ada di masyarakat sementara turbin Francis hanya dapat dibuat oleh bengkel tertentu yang memiliki dapur pengecoran logam. Spesifikasi turbin Cross-flow hasil analisis ini adalah sebagai berikut, jenis turbin : turbin Cross-flow, daya bangkit turbin : 0,4 kW, putaran turbin : 810 rpm, kecepatan spesifik turbin : 163, head turbin : 2,5 m, debit air masuk turbin : 20 liter/s, dan diameter runner turbin : 80 mm.