scholarly journals Identification of subsurface basement rock using geoelectrical resistivity method in development area (campus 2 UIN Sunan Gunung Djati Bandung)

Author(s):  
R D Agustina ◽  
H Pazha ◽  
H Sugilar
2020 ◽  
Vol 21 (2) ◽  
pp. 123
Author(s):  
Bayu Buwana ◽  
Nurul Priyantari ◽  
Supriyadi Supriyadi

Faculty of Mathematics and Natural Sciences University of Jember located in Sumbersari District with lithological conditions in the form of volcanic rocks, lithosol soils, and regosol soils that are capable of absorbing water and potentially as aquifers. In point of fact, in the campus zona of the University of Jember including in the Faculty of Mathematics and Natural Sciences, there is always a shortage of freshwater for various academic and non-academic activities. Therefore, research needs to be conducted to assess the lithology of subsurface structures in the FMIPA zone so that the depth of groundwater layers and aquifer layers can be determined. The study was conducted using the Schlumberger array geoelectric resistivity method at 5 VES points. The results obtained in the form of resistivity log curves can be seen that at the five points VES has lithology in the form of clay, gravel, sandstone, and groundwater layer. Each VES point was identified the groundwater layer and some of them were identified as aquifers. The aquifer with the greatest thickness is found at point VES 2, which is to the west of the Baitul Ilmi Mosque, so it is recommended as the location of a new well.Keywords: lithology, aquifers, geoelectric resistivity method, groundwater.


PROMINE ◽  
2021 ◽  
Vol 9 (1) ◽  
pp. 45-54
Author(s):  
Shalaho Dina Devy ◽  
Ibnu Hasyim

Bengalon is located in East Kutai Regency, East Kalimantan Province. Bengalon is included in the Samarinda-Bontang groundwater basin. The development of agricultural and industrial areas, followed by an increase in residential areas, will cause an increase in the water demand. This study aims to determine the groundwater potential of alluvial areas using the resistivity geoelectric method. The resistivity survey resulted in subsurface lithology, shallow groundwater conditions in the form of depth, thickness, and location of the aquifer as well as the type of groundwater quality. There are 10 locations for geoelectric data collection using the 2D geoelectric method. The results showed that the majority of the aquifers were alluvial deposits consisting of sand and sandy clay. The resistance indicating groundwater is 1 - 4 Ω m, at a depth of 10 – 50 m with a thickness varying from 10 – 20 m which has been dominated by sand. The presence of sea water intrusion in aquifers causes the quality of groundwater to tend to be brackish because the research location is in a swamp area bordering the coast.


2015 ◽  
Vol 17 (1) ◽  
pp. 159
Author(s):  
Gratia Sutriska Huraju ◽  
As’ari As’ari ◽  
Seni H.J. Tongkukut

IDENTIFIKASI PATAHAN MANADO DENGAN MENGGUNAKAN METODE GEOLISTRIK KONFIGURASI WENNER DI KOTA MANADOABSTRAK Identifikasi keberadaan patahan Manado, Sulawesi Utara di Jalan Ringroad Kelurahan Malendeng Kecamatan Paaldua telah dilakukan penelitian menggunakan metode geolistrik tahanan jenis konfigurasi Wenner pada satu lokasi dengan dua lintasan pengukuran dengan panjang bentangan masing-masing 400 meter dengan spasi elektroda 20 meter. Data diolah dengan menggunakan software RES2DINV. Diperoleh hasil dari kedua lintasan dengan nilai resistivitas pada lintasan 1 bernilai  (ρ < 311,5 Ωm) dan pada lintasan 2 nilai resistivitas bernilai (ρ < 98,8 Ωm). Nilai resistivitas dengan (ρ < 311,5 Ωm) pada lintasan 1, dan nilai resistivitas (ρ < 98,8 Ωm) pada lintasan 2 menunjukkan rekahan pada lintasan 1 terdapat pada titik bentangan ke 220-240 meter dengan kedalaman 37 meter dan terdapat pada titik ke 280-300 meter dengan kedalaman 15 meter. Sedangkan pada lintasan 2 rekahan  terdapat pada titik ke 240-260 meter dengan kedalaman 15 meter. Kata Kunci : Patahan Manado, Metode geolistrik, Konfigurasi Wenner, Software RES2DINV. IDENTIFICATION OF MANADO FAULT BY USING GEOLECTRICAL METHOD RESISTIVITY CONFIGURATION OF WENNER AT MANADO ABSTRACT Identification of existence Manado fault, North Sulawesi at Ringroad Street, in Malendeng Village subdistrict Paaldua has been done research by using geoelectrical resistivity method configuration of Wenner in one located with measurement in two lines each others 400 meters in space electrode is 20 meters. Data processing is done by using RES2DINV software. resistivity value in the two lines show that for the first line (ρ 311,5 Ωm) and second line (ρ 98,8 Ωm). This  resistivity in the first line (ρ 311,5 Ωm) and second line (ρ 98,8 Ωm) is founded already joint in first line at point 220-240 meters with depth is 37 meters and at   point 280-300 meters with depth is 15 meters and second line position of joint stays at point 240-260  with depth is 15 meters. Keywords : Manado fault, Geoelectrical method, Wenner configuration, RES2DINV software.


2017 ◽  
Vol 6 (02) ◽  
pp. 88
Author(s):  
Irwan Romadon ◽  
Darsono D ◽  
Sorja Koesuma

<p>Slip surface identification in Dukuh, Koripan Village, Matesih Sub-district, Karanganyar District has been conducted with geoelectrical resistivity method with Wenner Alfa configuration. Data acquisitions was done on 5 sample lines. The length of each line is 75 meter. The smallest electrode spacing’s 3 meter, with multiplier (n) between 1 to 5. Two dimensional results show that slip surface in every sample lines formed by watertight wet clays material, with resistivity 8,99 Ωm until 13,4 Ωm. The depth of the slip surface in each line is varies. Slip surface of the line 1 was found at a depth of 1 meter to 3,7 meter, the line 2 was found at 2 meter to 4 meter, the line 3 was found at 0,75 meter to 3,78 meter, the line 4 was found at 1,5 meter to 3,5 meter, and the slip surface of line 5 was found at 0,75 meter to 3 meter. Three dimenisonal result show that the area with high land movement was covered by sandy-clay materials.</p>


2019 ◽  
Vol 8 (2) ◽  
pp. 41-46
Author(s):  
Ulfani Ulfani ◽  
Dewin Ahmad Badawi ◽  
Siti Nurjannah ◽  
Didik Sugiyanto

Penelitian untuk mengidentifikasi pengaruh hidrogeologi terhadap penyebaran lindi telah dilakukan di sekitar TPA Gampong Jawa Kota Banda Aceh menggunakan metode geolistrik resistivitas. Akuisisi data di lapangan menggunakan alat SuperSting R8/IP yang dilakukan di bagian timur dan barat TPA Gampong Jawa. Pengukuran yang dilakukan menggunakan 2 lintasan pengukuran dengan panjang lintasan yaitu 224 m. Konfigurasi Wenner-Schlumberger dari metode geolistrik resistivitas digunakan sehingga diharapkan dapat mengidentifikasi penyebaran lindi di lintasan pengukuran. Hasil akuisisi data di lapangan diolah menggunakan software Res2dinv untuk mendapatkan model 2D resistivitas bawah permukaan di lintasan pengukuran. Nilai resistivitas lapisan yang mengandung lindi yaitu 1 Ώm yang diidentifikasi pada lintasan 1 dan lintasan 2. Sebaran lindi di lintasan 1 terdapat pada jarak 20 – 115 m dan 145 – 185 m yang mempunyai kedalaman 5 – 13 m, dan di lintasan 2 terdapat pada jarak 20 – 80 m, 100 m, 125 – 130 m, 165-185 m dan 210 – 240 m yang mempunyai kedalaman 8 – 27 m. Berdasarkan hasil analisis didapatkan bahwa diperkirakan terdapatnya pengaruh hidrogeologi terhadap sebaran lindi di lokasi penelitian, sehingga diidentifikasi adanya lindi yang mengalir ke sungai. The research to identify of hydrogeological effect on leachate distribution was conducted at Gampong Jawa landfill Area Banda Aceh City by using goelectrical resistivity method. Data acquisition in the field by using SuperSting R8/IP instrument was conducted in the east and west of Gampong Jawa Area. The measurements were conducted by using 2 lines with length of the lines measurement is 224 m. The Wenner-Schlumberger configuration of geoelectrical resistivity method is used that expected would be identifying the leachate distribution in lines measurement. The data acquisition in the field is processed by using Res2dinv software to get the 2D model of sub surface resistivity in lines measurement. The resistivity value on the layer containing leachate is 1 Ώm identified at first line dan second line. The leachate distribution in first line showed at distances 20 – 115 m and 145 – 185 m with 5 – 13 m depth, and in second line showed at distances 20 – 80 m, 100 m, 125 – 130 m, 165 - 185 m and 210 – 240 m with 8 – 27 m depth. The result suggested that existence hydrogeological effect on leachate distribution in the research location, so that identified existence the leachate distribution which flowing to the river. Keywords: landfill, leachate, geoelestrical resistivity method, Wenner-Schlumberger configuration


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