scholarly journals OPTIMITION OF LEAST SQUARES METHODS SMOOTH CONSTRAIN USING OCCAM’S INVERSION GEOELECTRIC RESISTIVITY DIPOLE-DIPOLE CONFIGURATION FOR ESTIMATION SLIP SURFACE

2018 ◽  
Author(s):  
Akmam Akmam
Keyword(s):  
Least Squares ◽  
Tilt Angle ◽  
Slip Surface ◽  
Inversion Methods ◽  
Slide Surface ◽  
Occam’S Inversion ◽  
Geoelectric Resistivity ◽  
Dipole Configuration ◽  
Occam Inversion ◽  
Result Interpretation

The volumes of the landslide depend on the depth of the slide surface. The depth of the slide surface can bepredicted by using the least squares inversion methods of data geoelectrical. Method of Least Squares Inversionof the data Geoelectrical cannot get smooth results. Based on the above, the aims was optimalitation leastsquaressmooth constrain inversion methods with Occam’s inversion for geoelectrical data and to determine thedepth and tilt angle of the slide surface in in Bukit Lantiak Padang . This exploratory study was use the methodGeoelectrical resistivity Dipole-Dipole configuration. The depth and tilt angle of the slide surface in BukitLantiak Padang was interpretated by combined Occam’s inversion with least-squares smooth constraininversion methods. The type of slip surface is translation slip with 33.450 tilt angle and 19.3 meters in depth.Research show that the result interpretation by used combined Occam inversion with least-squares smoothconstrain inversion methods more sharpness than least-squares smooth constrain inversion.

scholarly journals Optimation of Least Squares Methods Smooth Constrain Using Occam’s Inversion Geoelectric Resistivity Dipole-Dipole Consfiguration for Estimation Slip Surface

2019 ◽  
Author(s):  
Akmam Akmam ◽  
Irepia Refa Dona ◽  
Silvia Dona Sari
Keyword(s):  
Least Squares ◽  
Tilt Angle ◽  
Slip Surface ◽  
Inversion Methods ◽  
Slide Surface ◽  
Occam’S Inversion ◽  
Dipole Configuration ◽  
Geoelectrical Resistivity ◽  
Occam Inversion ◽  
Research Show

The volumes of the landslide depend on the depth of the slide surface. The depth of the slide surface can be predicted by using the least squares inversion methods of data geoelectrical. Method of Least Squares Inversion of the data Geoelectrical cannot get smooth results. Based on the above, the aims was optimalitation leastsquares smooth constrain inversion methods with Occam’s inversion for geoelectrical data and to determine the depth and tilt angle of the slide surface in in Bukit Lantiak Padang . This exploratory study was use the method Geoelectrical resistivity Dipole-Dipole configuration. The depth and tilt angle of the slide surface in Bukit Lantiak Padang was interpretated by combined Occam’s inversion with least-squares smooth constrain inversion methods. The type of slip surface is translation slip with 33.45 degrees in tilt angle and 19.3 meters in depth. Research show that the result interpretation by used combined Occam inversion with least-squares smooth constrain inversion methods more sharpness than least-squares smooth constrain inversion.

scholarly journals Investigasi Bidang Gelincir Tanah Longsor Menggunakan Metode Geolistrik Konfigurasi Dipol-dipol Sebagai Upaya Mitigasi Bencana Alam di Kabupaten Minahasa

Jurnal MIPA ◽  
2018 ◽  
Vol 7 (2) ◽  
pp. 33
Author(s):  
As'ari _ ◽  
Seni H.J Tongkukut ◽  
Gerald H. Tamuntuan
Keyword(s):  
Slip Surface ◽  
Measurement Data ◽  
Line Length ◽  
Influential Factors ◽  
Southern Region ◽  
Shear Surface ◽  
Main Road ◽  
Resistivity Method ◽  
Geoelectric Resistivity ◽  
Dipole Configuration

Kondisi geografis Kabupaten Minahasa merupakan pegunungan dan perbukitan, jalan utama sebagai sarana akses transportasi yang menghubungan daerah bagian selatan dengan ibukota Provinsi Manado berada di lereng-lereng pegunungan ini. Telah terjadi longsor di beberapa tempat dan menutupi jalan utama. Salah satu faktor penyebab longsoran yang sangat berpengaruh adalah bidang gelincir atau bidang geser.  Guna mengantisipasi terjadinya bencana tanah longsor maka sangat penting untuk dilakukan eksplorasi geolistrik untuk inventarisasi data dan informasi potensi terjadinya bencana tanah longsor. Telah dilakukan eksplorasi untuk mengetahui potensi tanah longsor dengan menginvestigasi keberadaan bidang gelincir di Jalan Manado Tomohon. Eksplorasi menggunakan metode geolistrik resistivitas konfigurasi dipol-dipol. Pengukuran dilakukan menggunakan resistivitymeter MAE X612 EM pada 4 lintasan, lintasan 1-4 menggunakan 24 elektroda dan spasi 10 m dengan panjang lintasan 240 m. Data pengukuran diolah menggunakan software RES2DINV, hasil pengolahan berupa tampang lintang resistivitas 2 dimensi. Bidang gelincir diidentifikasi dengan resistivitas (30 - 215) Ωm, yang merupakan lapisan lempung pasiran. Bidang gelincir ditemukan pada semua lintasan, pada lintasan 1, 3 dan 4 terdapat 2 lapisan dengan kedalaman sampai 23 m. Lintasan 2 bidang gelincir teridentifikasi tersebar pada 3 lokasi dengan kedalaman mencapai 20 m.The geographical conditions of Minahasa Regency are mountains and hills, the main road as a means of transportation access that connects the southern region with the capital of Manado Province on these mountain slopes. Landslides have occurred in several places and covered the main road. One of the most influential factors for landslides is the slip surface or shear surface. To anticipate landslides, it is very important to explore geoelectricity for an inventory of data and information on potential landslides. Exploration has been carried out to determine the potential of landslides by investigating the existence of slip surface on Jalan Manado Tomohon. Exploration using geoelectric resistivity method dipole-dipole configuration. Measurements were made using MAE X612 EM resistivitymeter on 4 lines, line 1-4 using 24 electrodes and 10 m spacing with 240 m line length. Measurement data is processed using RES2DINV software, the results of processing are 2-dimensional resistivity crossection. The slip surface is identified by resistivity (30 - 215) Ωm, which is a layer of sandy clay. The slip surface is found on all lines, on lines 1, 3 and 4 there are 2 layers with a depth of up to 23 m. Slip surface at line 2 are identified spreading over 3 locations with depths reaching 20 m.

scholarly journals Investigasi Akuifer Air Tanah di Banua Buha Asri 1 Kelurahan Buha Manado Dengan Menggunakan Metode Geolistrik Resistivitas

2019 ◽  
Vol 20 (1) ◽  
pp. 1
Author(s):  
As'ari As'ari ◽  
Seni Herlina J Tongkukut ◽  
Brayen A.M Pogaga ◽  
Iftita A Akasi ◽  
Fingken S Sagai ◽  
...  
Keyword(s):  
Ground Water ◽  
Cross Sectional ◽  
Groundwater Aquifers ◽  
Groundwater Aquifer ◽  
On Line ◽  
Potential Groundwater ◽  
Geoelectric Resistivity ◽  
Dipole Configuration ◽  
Almost All ◽  
Subsurface Resistivity

Investigasi Akuifer Air Tanah di Banua Buha Asri 1 Kelurahan Buha Manado Dengan Menggunakan Metode Geolistrik Resistivitas ABSTRAKPenelitian investigasi akuifer air tanah di perumahan Banua Buha Asri 1 Kelurahan Buha dengan menggunakan metode geolistrik resistivitas bertujuan untuk membuat peta model 2 dimensi sebaran air tanah di bawah permukaan. Penyebaran air tanah yang tidak merata menimbulkan masalah bagi masyarakat dalam memenuhi kebutuhan hidupnya. Keberadaan air tanah yang tersimpan dalam akuifer, dapat diidentifikasi dengan menggunakan eksplorasi geofisika. Metode geolistrik konfigurasi dipol-dipol cocok digunakan sebagai metode untuk identifikasi akuifer air tanah. Data pengukuran diolah menggunakan perangkat lunak Res2Dinv. Eksplorasi menghasilkan peta model 2 dimensi tampang lintang resistivitas bawah permukaan. Akuifer air tanah potensial teridentifikasi mempunyai resistivitas ρ ≤ 24 Ωm dengan kedalaman ≤ 8 m pada lintasan 1 dan ≤ 12 m berada pada lintasan 2. Air tanah dalam teridentifikasi pada kedalaman ≥ 20 m pada kedua lintasan.Kata Kunci: akuifer, geolistrik, resistivitasGroundwater Aquifer Investigation in Banua Buha Asri 1 Buha Village Manado by Using Resistivity Geoelectric Method ABSTRACTResearch on groundwater aquifer investigation in Banua Buha Asri 1 housing Buha Village by using resistivity geoelectric method goals to create a 2-dimensional model map of subsurface groundwater distribution. The uneven distribution of ground water causes problems for the community to fullfil their daily needs, because almost all human activities in their daily needs intersect with water. The presence of ground water stored in aquifers can be identified using geophysical exploration. The dipole-dipole configuration of geoelectric method is suitable as a method for identifying groundwater aquifers. Measured data processed by using Res2Dinv software. Exploration produced a 2-dimensional map of subsurface resistivity cross-sectional models. Potential groundwater aquifer (resistivity ρ ≤ 24 Ωm) surface with a depth of ≤ 8 m on line 1 and ≤ 12 m on line 2. Deep ground water was identified at a depth of ≥20 m on both lines.Keywords: aquifer, geoelectric, resistivity

scholarly journals Investigasi Air Tanah di Daerah Sea Kabupaten Minahasa Dengan Menggunakan Geolistrik Resistivitas Konfigurasi Dipol-Dipol

Jurnal MIPA ◽  
2019 ◽  
Vol 9 (1) ◽  
pp. 1
Author(s):  
Adey Tanauma ◽  
Herling Daud Tangkuman ◽  
Mesike Sangi
Keyword(s):  
Ground Water ◽  
Vegetation Type ◽  
Soil Layer ◽  
Resistivity Method ◽  
Groundwater Aquifers ◽  
Resistivity Model ◽  
Geoelectric Resistivity ◽  
Dipole Configuration ◽  
Subsurface Resistivity ◽  
Measurement Line

Penyebaran air tanah yang tidak merata dipengaruhi oleh faktor-faktor jenis batuan, bentuk topografi permukaan, jenis vegetasi dan jumlah curah hujan suatu tempat. Eksplorasi geofisika metode geolistrik tahanan jenis konfigurasi dipol-dipol digunakan untuk mengidentifikasi sebaran akuifer air tanah di desa Sea  Kabupaten Minahasa. Data diolah menggunakan software Res2Dinv dan menghasilkan peta model resistivitas bawah permukaan 2 dimensi yang menggambarkan keadaan lapisan tanah. Teridentifikasi sebaran akuifer air tanah permukaan dengan kedalaman ≤ 20 m di sepanjang lintasan pengukuran. Akuifer air tanah dalam diidentifikasi pada lintasan 1 dengan kedalaman sampai 30 m dan 60 m.  Akuifer air tanah dengan kedalaman< 60 m mempunyai potensi dijadikan sebagai sumber air tanahThe uneven distribution of ground water is influenced by factors such as rock type, surface topography, vegetation type and the amount of rainfall in a place. Geophysical exploration of the dipole-dipole configuration type of geoelectric resistivity method is used to identify the distribution of groundwater aquifers in Sea village, Minahasa District. The data is processed using Res2Dinv software and produces a 2-dimensional subsurface resistivity model map that describes the state of the soil layer. Distribution of surface ground aquifer with a depth of ≤ 20 m along the measurement line was identified. Deepwater aquifers were identified in l1ne 1 with depths up to 30 m and 60 m. Groundwater aquifers with a depth of <60 m have the potential to be used as ground water sources

scholarly journals Optimize of Least-Square Inverse Constrain Method of Geoelectrical Resistivity Wenner-Schlumberger for Investigation Rock Structures in Malalak Districts of Agam West Sumatra

2019 ◽  
Author(s):  
Akmam Akmam ◽  
Harman Amir; ◽  
Amali Putra
Keyword(s):  
Least Square ◽  
Inversion Method ◽  
Damping Factor ◽  
Slide Surface ◽  
Rock Structure ◽  
Wide Range ◽  
West Sumatra ◽  
Geoelectric Resistivity ◽  
Geoelectrical Resistivity ◽  
The City

Numerous studies have been conducted on an inversion method, focus on constraining factor,singuler value, speed of convergence. However, the result of inversion is not unique and bivalent. In this research, we optimize of Least-Square constrain by using damping factor. Th is method used for interpretation of the volumes and rock structure in Malalak Distric of Agam West Sumatra. This is undertaken because Malalak districts of Agam West Sumatra that passed by highway Padang and Bukittingi is a frequent area of landslide. Furthermore, the frequency of the landslide depends on the type of rock and the angle of the slope . The depth of the slide surface can be predicted by using the least squares inversion constrain method of Geoelectric Resistivity. Landslides resulted in disruption of transportation between the city of Padang and another district in Sumatra. Based on the above, to determine the rock's structure, the depth and tilt angle of the slide surface in Malalak districts Agam West Sumatra has to take place. Data obtained through Geoelectrical exploration using with automatic resistivitymeter equipment. Constrains were obtained using the Marquat inversion method. The result of the research is first, the damping factor for structures which have wide range resistivity is 0.02 and the smallest damping factor is 0.015. Second, the rock structure in Malalak of Agam consists of clay, sandstone, andesite, and limestone and dolomite. Implementation this research can be used to develop mitigation of landslide deserter.

Geo-Electric Resistivity Method of Dipole-Dipole Configuration For Cavities Model 2D in Karst Area of Temurejo Village Gubug Sub-district Central Java District

2017 ◽  
Vol 1 (2) ◽  
pp. 167
Author(s):  
Yuanna Rhesdeantia ◽  
Teguh Darsono ◽  
Khumaedi Khumaedi
Keyword(s):  
Carbonate Rock ◽  
Electric Resistivity ◽  
Karst Area ◽  
First Line ◽  
Carbonate Sand ◽  
Resistivity Method ◽  
Central Java ◽  
Geoelectric Resistivity ◽  
Dipole Configuration ◽  
Third Line

<p class="Abstract">The purpose of this research is to mapping cavities in karst area in Temurejo Village, Karangrayung, Grobogan using geoelectric resistivity method and dipole-dipole configuration. Measurement consist of six lines using Multichannel S-Fields geoelectric instrument. Apparent resistivity data processing use two software, Res2DInv ver. 3.56.22 and Voxler 4.0. The result is lithology of the research location can be interpret consist of sand-silt, carbonate-silt rock, carbonate-sand rock, and carbonate rock with resistivity range 15,3-4919 Ωm. There are resistivity value anomaly in line of 1,2,3,4,5, and 6 on the carbonate rocks layer, the value is more than 4949 Ωm which can interpret as a cavity. On the first line, cavities are at depths of 20 m and 12 m, on second line are at depths of 17 m and 12 m, on third line is at depth of 19 m. Cavity continuously at depth of 18 m on fourth, fifth and sixth lines. This cavities at the depth &gt;23 m beneath eath surface.</p>

scholarly journals Metode Geolistrik Konfigurasi Dipole-Dipole Untuk Penetapan Bidang Gelincir Gerakan Tanah di Jajaway, Palabuhanratu, Sukabumi

2021 ◽  
Vol 12 (1) ◽  
pp. 47
Author(s):  
Shinta Kiky Rachmawati ◽  
Yayat Sudrajat ◽  
Lina Handayani ◽  
Dadan Dani Wardhana
Keyword(s):  
Data Acquisition ◽  
Potential Risk ◽  
Slip Surface ◽  
The Other ◽  
Ground Movement ◽  
Clay Layer ◽  
Surface Data ◽  
Resistivity Model ◽  
Dipole Configuration ◽  
East West

ABSTRAKGerakan tanah di kompleks perkantoran Kabupaten Sukabumi di Jajaway, Palabuhanratu, terjadi di luar perkiraan dan perencanaan pembangunan sebelumnya. Untuk melihat kondisi dan luasan daerah gerakan tanah dan dalam usaha mengurangi resiko kerugian lebih besar, diperlukan identifikasi bidang gelincir gerakan tanah di kompleks tersebut. Bidang gelincir dicari berdasarkan model tahanan jenis yang diperoleh dari survei pengukuran geolistrik. Akuisisi data dilakukan pada 7 lintasan, dengan 6 lintasan berarah utara-selatan dan 1 lintasan berarah barat-timur. Metode akusisi yang digunakan adalah tahanan jenis multielektrode dengan konfigurasi dipole-dipole. Hasil penelitian membuktikan bahwa kondisi perlapisan batuan lepas tetapi lebih berat di atas lapisan lempung merupakan salah satu penyebab kejadian pergerakan tanah. Kejadian itu sangat terlokalisir karena kondisi seperti itu tidak ditemukan pada lintasan lainnya.Kata kunci: bidang gelincir, geolistrik, gerakan tanah, konfigurasi dipole-dipole, tahanan jenisABSTRACTGround movement in the Sukabumi Regency office complex (Jajaway, Palabuhanratu), occurred unexpectedly. To reduce the potential risk, we need to identify the slip surface to detect the possibility of more landslides. The resistivity model by the dipole-dipole geoelectrical method was applied to find the slip surface. Data acquisition was carried out in 7 lines: 6 north-south lines and 1 east-west line. The resistivity models present the distribution of resistivity below the surface. Above this clay layer, there is a higher resistivity layer, which is related to sandy tuff and breccia. The condition might cause the previous creeping type of ground movement. The type of layering is not found in the other lines. Therefore we do not expect a similar ground movement would occur in those lines.Keywords: dipole-dipole configuration, geoelectrical, landslide, resistivity, slip surface

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