Log in

Relevant bibliographies by topics / Resistivity Meter

Contents

Journal articles
Book chapters
Conference papers
Reports

Academic literature on the topic 'Resistivity Meter'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Resistivity Meter.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Resistivity Meter"

1

Husain, Mirna, As’ari _, and Seni H. J. Tongkukut. "Pemetaan Aair Tanah Menggunakan Metode Geolistrik Tahanan Jenis Konfigurasi Dipol-dipol Di Universitas Sam Ratulangi." Jurnal MIPA 6, no. 1 (2017): 78. http://dx.doi.org/10.35799/jm.6.1.2017.16175.

Full text

Abstract:

Telah dilakukan penelitian untuk mendeteksi keberadaan air tanah di area Universitas Sam Ratulangi. Penelitian ini menggunakan metode geolistrik resistivitas tahanan jenis konfigurasi Dipol-dipol. Akuisisi data menggunakan Multichannel and Multielectrode resistivity an IP meter 48 simultaneous channel merek MAE X 612-EM. Pengukuran dilakukan pada 11 lintasan dengan panjang masing-masing lintasan 480 meter. Pengolahan data dilakukan dengan menggunakan perangkat lunak Res2Dinv dengan hasil berupa gambar tampang lintang resistivitas model bawah permukaan 2D yang digunakan untuk menentukan posisi

APA, Harvard, Vancouver, ISO, and other styles

2

Marwanta, Bambang. "ANALISIS DATA RESISTIVITY UNTUK MENENTUKAN POTENSI BENCANA TANAH LONGSOR DI KAMPUNG LEGOK HAYAM DESA GIRIMEKAR KECAMATAN CILENGKRANG KABUPATEN BANDUNG." Jurnal Alami : Jurnal Teknologi Reduksi Risiko Bencana 1, no. 1 (2017): 11. http://dx.doi.org/10.29122/alami.v1i1.121.

Full text

Abstract:

ABSTRAKDesa Girimekar Kecamatan Cilengkrang kabupaten Bandung merupakan wilayah yang rawan longsor. Wilayah ini mempunyai ketinggian 800 mdpl ini merupakan morfologi perbukitan dengan kelerengan 10º hingga 40º. Longsor di daerah tersebut sering terjadi pada waktu musim hujan. Untuk mengetahui diketahui profil bawah permukaan yang menjadi penyebab terjadinya gerakan tanah di wilayah tersebut, dilakukan investigasi dengan menggunakan pengukuran dengan resistivitymeter. Data resistivitas diolah dengan menggunakan RES2DINV (2D Resistivity Inversion) dan dimodelkan dalam profil bawah permukaan yang

APA, Harvard, Vancouver, ISO, and other styles

3

Mamonto, Faisal, As'ari As'ari, and Ferdy Ferdy. "IDENTIFIKASI PATAHAN MANADO DENGAN MENGGUNAKAN METODE GEOLISTRIK RESISTIVITAS KONFIGURASI WENNER-SCHLUMBERGER DI DESA WATUTUMOU II KECAMATAN KALAWAT KABUPATEN MINAHASA UTARA." JURNAL ILMIAH SAINS 16, no. 2 (2016): 51. http://dx.doi.org/10.35799/jis.16.2.2016.14023.

Full text

Abstract:

IDENTIFIKASI PATAHAN MANADO DENGAN MENGGUNAKAN METODE GEOLISTRIK RESISTIVITAS KONFIGURASI WENNER-SCHLUMBERGER DI DESA WATUTUMOU II KECAMATAN KALAWAT KABUPATEN MINAHASA UTARAABSTRAK Telah dilakukan penelitian tentang Identifikasi Patahan Manado yang melewati Desa Watutumou II Kecamatan Kalawat Kabupaten Minahasa Utara. Penelitian dilakukan dengan menggunakan alat Geolistrik Resistivitas multichannel and multielectrode resistivity and IP meter 46 simultaneous channel merek MAE X612-EM Konfigurasi Wenner-Schlumberger. Pengambilan data dilakukan pada 4 lintasan, 3 lintasan panjang bentangannya seb

APA, Harvard, Vancouver, ISO, and other styles

4

Huraju, Gratia Sutriska, As’ari As’ari, and Seni H. J. Tongkukut. "IDENTIFIKASI PATAHAN MANADO DENGAN MENGGUNAKAN METODE GEOLISTRIK KONFIGURASI WENNER DI KOTA MANADO." JURNAL ILMIAH SAINS 17, no. 1 (2015): 159. http://dx.doi.org/10.35799/jis.15.2.2015.10393.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

5

Huraju, Gratia Sutriska, As’ari As’ari, and Seni H. J. Tongkukut. "IDENTIFIKASI PATAHAN MANADO DENGAN MENGGUNAKAN METODE GEOLISTRIK KONFIGURASI WENNER DI KOTA MANADO." JURNAL ILMIAH SAINS 17, no. 1 (2015): 159. http://dx.doi.org/10.35799/jis.15.2.2015.10394.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

6

Saranga, Herbhi Tumba, As'ari ., and Seni H. J. Tongkukut. "Deteksi Air Tanah Menggunakan Metode Geolistrik Resistivitas Konfigurasi Wenner-Schlumberger di Masjid Kampus Universitas Sam Ratulangi dan Sekitarnya." Jurnal MIPA 5, no. 2 (2016): 70. http://dx.doi.org/10.35799/jm.5.2.2016.12963.

Full text

Abstract:

Telah dilakukan penelitian untuk membuat peta akuifer air tanah di Masjid Kampus Unsrat dan sekitarnya. Penelitian untuk mendapatkan nilai resistivitas lapisan tanah dilakukan dengan menggunakan metode geolistrik konfigurasi Wenner-Schlumberger dengan jumlah lintasan pengukuran sebanyak 5 lintasan. Jumlah data setiap lintasan pengukuran sebanyak 576 data, dan diolah menggunakan software RES2DINV. Hasil berupa gambar tampang lintang resistivitas 2D yang digunakan untuk menentukan posisi akuifer air tanah. Hasil menunjukkan bahwa adanya lapisan dengan nilai resistivitas rendah yaitu 0,12 Ωm-0,64

APA, Harvard, Vancouver, ISO, and other styles

7

Kojong, Marcella, Gerald H. Tamuntuan, and Ferdy _. "Pemanfaatan Metode Geolistrik Konfigurasi Dipole-Dipole untuk Investigasi Sumber Air Panas di Kelurahan Paniki Bawah Minahasa Utara." Jurnal MIPA 6, no. 2 (2017): 77. http://dx.doi.org/10.35799/jm.6.2.2017.17798.

Full text

Abstract:

Telah dilakukan penelitian dengan mengukur nilai resistivitas pada lapisan tanah di Paniki Bawah melalui lintasan yang sudah ditentukan yaitu sebanyak 5 lintasan. Metode yang digunakan dalam penelitian ini adalah metode konfigurasi Dipole-Dipole dengan spasi antar elektroda bervariasi , lintasan 1 jarak antar elektorda 10 meter dengan panjang lintasan 480 meter, lintasan 2 dan 3 jarak antar elektroda 5 meter dengan panjang lintasan 240 meter, lintasan 5 dengan jarak 10 meter dengan panjang lintasan 240 meter dan lintasan terakhir jara antar elektroda adalah 5 meter dengan panjang lintasan 120

APA, Harvard, Vancouver, ISO, and other styles

8

Frans, Helen Shintia, As’ari As’ari, and Gerald H. Tamuntuan. "IDENTIFIKASI PATAHAN MANADO DENGAN MENGGUNAKAN METODE GEOLISTRIK KONFIGURASI WENNER- SCHLUMBERGER DI KOTA MANADO." JURNAL ILMIAH SAINS 17, no. 1 (2015): 142. http://dx.doi.org/10.35799/jis.15.2.2015.10229.

Full text

Abstract:

IDENTIFIKASI PATAHAN MANADO DENGAN MENGGUNAKAN METODE GEOLISTRIK KONFIGURASI WENNER- SCHLUMBERGER DI KOTA MANADO ABSTRAK Peta Geologi lembar Manado Sulawesi Utara, menunjukkan bahwa daerah penelitian Kelurahan Singkil 2 Kecamatan Singkil Kota Manado, merupakan daerah yang dilewati oleh Patahan Manado. Identifikasi patahan dieksplorasi secara geofisika menggunakan metode geolistrik tahanan jenis dengan konfigurasi Wenner- Schlumberger. Akuisisi data menggunakan Multichannel and multielectrode resistivity and IP meter 46 simultaneous channel merek MAE X612-EM. Pengukuran dilakukan pada 3 lintasa

APA, Harvard, Vancouver, ISO, and other styles

9

Dien, Ilham Nur, Sulistyani Sulistyani, Anas Handaru, Dewi Sri Sayudi, and Agus Budi Santoso. "Interpretasi Bawah Permukaan Gunung Merapi dengan Metode Magnetotellurik." Jurnal Lingkungan dan Bencana Geologi 11, no. 3 (2020): 143. http://dx.doi.org/10.34126/jlbg.v11i3.225.

Full text

Abstract:

ABSTRAKSurvei magnetotellurik (MT) telah dilakukan di Gunung Merapi dengan menggunakan alat Phoenix Geophysics MTU5 pada Oktober 2016 dan Mei 2017. Pengukuran dilakukan dengan jarak tiap titik sekitar 1 km, durasi pengukuran untuk satu titik ±12 jam, dan lebar dipole 50 s/d 80 meter utara-selatan dan timur barat. Sebanyak 8 titik sounding digunakan untuk menyusun profil resistivitas 2-D di lereng utara dan selatan. Hasil menunjukkan bahwa resistivitas bawah permukaan Merapi terdiri dari 2 (dua) karakteristik nilai resistivitas yaitu zona resistivitas tinggi dengan nilai 183-50.000 ohm.m dan zo

APA, Harvard, Vancouver, ISO, and other styles

10

Pandara, Dolfie P., and Ferdy _. "Identifikasi Struktur Batuan Daerah Vulkanik Gunung Api Awu Menggunakan Metode Geolistrik." Jurnal MIPA 7, no. 1 (2018): 56. http://dx.doi.org/10.35799/jm.7.1.2018.19613.

Full text

Abstract:

Telah dilakukan penelitian untuk menentukan struktur perlapisan batuan daerah vulkanik GunungapiAwu di Kabupaten Kepulauan Sangihe Propinsi Sulawesi Utara. Metode yang digunakan dalam pengambilan data adalah metode geolistrik.Data-data yang akan dieskplorasi untuk menentukan struktur perlapisan batuan adalah variasi data resistivitas.Pengukuran nilai resistivitas menggunakan konfigurasi Wenner-Schlumberger dan Dipol-dipol, untuk mendapatkan resistivitas sesungguhnya dilakukan proses inversi dengan menggunakan bantuan software Res2Dinv.Penelitian dilakukan pada dua lokasi pengukuran dengan 2 li

APA, Harvard, Vancouver, ISO, and other styles

More sources

Book chapters on the topic "Resistivity Meter"

1

"Resistivity Meter." In Encyclopedic Dictionary of Archaeology. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-58292-0_180253.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Singh, V. R., and Awadhesh Prasad. "A silicon semiconductor strain device for acoustic power measurement." In Chemistry and Technology of Silicon and Tin. Oxford University PressOxford, 1992. http://dx.doi.org/10.1093/oso/9780198555803.003.0031.

Full text

Abstract:

Abstract The effect of ultrasonic stress on the chemical properties of a silicon strain device has been studied. Possible chemical mechanisms which account for crystallographic orientation and resistivity are discussed in some detail. The sensitivity of the silicon strain gauge to ultrasonic stress shows a linear dependence. Radiation pressures from ultrasonic therapy sources have been measured with the silicon strain gauge transducer based on the calibration of the electrical output of the device against the acoustic power outputs of standard ultrasonic sources. An ultrasonic power meter has

APA, Harvard, Vancouver, ISO, and other styles

3

Shahinpoor, Mohsen. "Review of Piezoresistive Materials as Smart Sensors." In Fundamentals of Smart Materials. The Royal Society of Chemistry, 2020. http://dx.doi.org/10.1039/bk9781782626459-00025.

Full text

Abstract:

Chapter 3 reviews piezoresistive materials as smart sensors. Piezoresistivity is defined as a property of certain materials, such as metals and semiconductors, for which the materials electrical resistance changes purely due to mechanical pressure, stress, force, acceleration, strain, and stress. It is the physical property of certain materials which has been widely used to convert a mechanical signal into an electrical signal in smart sensors, accelerometers, tactile sensors, strain gauges, and flow meters and similar devices and microdevices. Metals do not exhibit piezoresistivity as they do

APA, Harvard, Vancouver, ISO, and other styles

4

Moorthy, Dr G. M., Dr S. Muthusamy, R. Karthik, and P. Muthukumar. "BASIC HANDBOOK OF IWS INDUSTRIAL TRAINING." In Futuristic Trends in Physical Sciences Volume 2 Book 14. Iterative International Publishers, Selfypage Developers Pvt Ltd, 2023. http://dx.doi.org/10.58532/v2bs14p1ch5.

Full text

Abstract:

This report presents the experience and skills gained during the two weeks of training undertaken at the Institute of Water Studies (IWS), Public Work Department (PWD), Tharamani, Chennai, Tamil Nadu. This trainimng was on the use of hydrogeological studies like Groundwater Exploration Techniques, Groundwater Quality studies and Remote Sensing based studies. During this training period we acquired practical knowledge and skills in Remote Sensing studies by using softwares like ArcGIS to interpret water quality data studies using Kriging methods.Also times were spent in the workshop toget hands

APA, Harvard, Vancouver, ISO, and other styles

5

Akhtar, Naseem, Muhammad Izzuddin Syakir, Mohd Talha Anees, Abdul Qadir, and Mohamad Shaiful Yusuff. "Characteristics and Assessment of Groundwater." In Groundwater [Working Title]. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.93800.

Full text

Abstract:

Groundwater system is very vital to humanity and the ecosystem. Aquifers are determined based on the absence or presence of water table positioning, that is, confined, unconfined, leaky aquifers and fractured aquifers. The objective of this chapter is to discuss the characteristic and assessment of groundwater within the scope of vertical distribution of GW, types of the aquifer system, types of SW-GW interface, and SW-GW interaction at both local and regional scales. The properties of the aquifer depend on the physical characteristics of the materials (porosity, permeability, specific yield,

APA, Harvard, Vancouver, ISO, and other styles

6

Kumar, Aman, Jasvir Singh Rattan, Nishant Raj Kapoor, Ajay Kumar, and Rahul Kumar. "Structural Health Monitoring of Existing Reinforced Cement Concrete Buildings and Bridge Using Nondestructive Evaluation with Repair Methodology." In Advances and Technologies in Building Construction and Structural Analysis. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.101473.

Full text

Abstract:

Sustainable development means the utilization of resources at a rate less than the rate at which they are renewing. In India infrastructure industry is growing rapidly due to globalization and raising awareness. In the present study, challenges faced by countries like India are to sustain the existing expectations with limited resources available. Reinforced Concrete (RC) structure may suffer several types of defects that may jeopardize their service life. This chapter deals with condition assessment and repair of RCC (G+3) building situated at Northern part of the country. There are various t

APA, Harvard, Vancouver, ISO, and other styles

7

A, Antony Ravindran, Vinoth Kingston J, S. Muthusamy, G. M. Moorthy, Antony Alosanai Promilton, and Abinaya R. "GROUNDWATER MANAGEMENT STUDIES USING GEOLOGICAL AND 2D ERI TECHNIQUES IN ARIYANAYAKIPURAM VILLAGE, TIRUNELVELI, TAMIL NADU, INDIA." In Futuristic Trends in Physical Sciences Volume 2 Book 14. Iterative International Publishers, Selfypage Developers Pvt Ltd, 2023. http://dx.doi.org/10.58532/v2bs14p1ch8.

Full text

Abstract:

The research evaluates the aquifer and groundwater seepage all around the reservoir. Researchers employ imaging techniques based on the electrical resistivity of materials in two dimensions. Ten different profiles were obtained at the site of the study, each from a side perspective. The average length of the profiles is 90 meters, and their average depth is 25 meters. The RES2DINV tool was used to generate graphs of the resistance readings. Inside the reservoir, 2D electrical resistivity imaging (2D ERI) was acquired utilizing a Wenner array, and the data were analyzed utilizing a pseudo-secti

APA, Harvard, Vancouver, ISO, and other styles

8

Przybyła, Marcin, Michał Podsiadło, and Piotr Gruba. "Badania magnetyczne i elektrooporowe na terenie kopalni krzemienia w Bęble, stan. 4, pow. krakowski / Magnetic survey and electrical resistivity tomography at the flint mine in Bębło, Site 4, Kraków district." In Nakopalniane pracownie krzemieniarskie z okresu neolitu w Bęble, stan. 4, woj. małopolskie / Neolithic flint workshops at the mine in Bębło, site 4, Małopolska. Muzeum Archeologiczne w Krakowie; Wydawnictwo Profil-Archeo, 2021. http://dx.doi.org/10.33547/bmak.10.2.

Full text

Abstract:

The magnetic and electrical resistivity surveys have led to identifying the geological structure of Site 4 in Bębło, revealing varied limestone karren: karst grooves and clints, at a depth of one metre, under a shallow layer of humus and clayey loess. The bottom of those grooves may have been covered with flint concretions, and it is likely that flint was extracted exactly from there. The clarity of magnetic and geoelectrical anomalies in Bębło indicates that the test results reflect the true character of the mine. The absence of anomalies related to large and deep shafts seems to stem from th

APA, Harvard, Vancouver, ISO, and other styles

9

Meguedong Guedia, Ange Merveille, Dieudonne Bisso, and Lionel Mbida Yem. "Geothermal Potential Assessment of the Bare-Bakem Region (Cameroon Volcanic Line): Contributions From Geophysical and Geothermometric Studies." In Chronicle of Computing. Oklahoma International Publishing, 2024. http://dx.doi.org/10.55432/978-1-6692-0005-5_8.

Full text

Abstract:

In order to determine the geothermal potential of the municipality of Baré-Bakem, located in both the sedimentary basin of Moungo and the volcanic region of Nkongsamba (Cameroon Volcanic Line), geophysical measurements using electrical resistivity tomography were conducted along a 1km profile between two opposing thermal sources spaced 20 meters apart. The profile was acquired in the SW-NE direction using a 945m-long array with 64 electrodes spaced at 15 meters intervals. The ZZRes2Dinv44 software was employed to generate investigative images. The obtained results along the profile reveal the

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Resistivity Meter"

1

Dabkowski, J. "Limitations in Using Pulsed Rectifiers for Well Casing Cathodic Protection." In CORROSION 1995. NACE International, 1995. https://doi.org/10.5006/c1995-95359.

Full text

Abstract:

Abstract Due to earth propagation losses the rectifier current pulses suffer considerable waveform deterioration as the penetration depth increases. Hence, cathodic protection benefits attributable to the use of a pulsed rectifier will not be attainable below a certain depth which is a function of the pulse characteristics and the soil resistivity. In this paper a hypothetical 3000 meter length well casing is modeled as a distributed lossy electrical transmission line. It is shown that below a depth of 300 to 500 meters, the higher frequency content of the pulse is severely attenuated. The cat

APA, Harvard, Vancouver, ISO, and other styles

2

Elaish, R. M., O. A. Abuazza, and K. Enawaa. "Evaluation of 100 mV Development/Decay Criteria on 4 Meter Diameter Prestressed Concrete Cylinder Pipeline." In CORROSION 2008. NACE International, 2008. https://doi.org/10.5006/c2008-08054.

Full text

Abstract:

Abstract Sacrificial cathodic protection system was applied for protection of prestressed concrete cylinder pipe in the Great Man made River Project pipelines in Libya, where 100 mV Polarization\Decay criteria was used to evaluate the performance of the cathodic protection. Section of 2.29 km of protected pipeline that was existing between two sections of long non protected pipeline was selected for testing. All of the applicable tests were executed on the selected section before and after installation of sacrificial zinc anode system. The purpose of this study is to assess the reliability and

APA, Harvard, Vancouver, ISO, and other styles

3

Fieltsch, Wolfgang, Ernesto Gudino, Fation Shahinas, and Travis Wymenga. "Effects of Seasonal Variation on AC Interference and Mitigation Design." In CORROSION 2018. NACE International, 2018. https://doi.org/10.5006/c2018-11231.

Full text

Abstract:

Abstract In Canada and in the northern portions of the United States, soil resistivities increase rapidly by up to several orders of magnitude once water in the soil freezes in the winter. Frost-penetration can vary from centimeters up to a meter or more in depth. Although it is standard industry practice in the electrical industry to consider seasonal variations in soil resistivity when modeling grounding facilities for substations and generating stations, this is often not considered in AC interference studies related to pipelines. The effect on AC induction is expected to be minimal, as thi

APA, Harvard, Vancouver, ISO, and other styles

4

Kowalski, Angel R. "The Use of Differential GPS as an Inspection Tool in the External Corrosion Control of Buried Pipelines." In CORROSION 1998. NACE International, 1998. https://doi.org/10.5006/c1998-98670.

Full text

Abstract:

Abstract A maintenance program was designed to improve the cathodic protection level of two oil gathering pipelines of an oil production facility in Eastern Venezuela. The program was built upon the information obtained from a coating condition evaluation and the soil resistivity profile along the pipeline corridors. The external coating was inspected with the Direct Current Voltage Gradient technique, DCVG; the soil resistivity of the pipeline corridor was measured every 100 meters (328 ft.). All the geographical information was obtained with Differential Global Positioning System (DGPS). Thi

APA, Harvard, Vancouver, ISO, and other styles

5

Kowalski, Angel R. "Integral Evaluation of the External Corrosion Control System for Buried Pipelines." In CORROSION 1998. NACE International, 1998. https://doi.org/10.5006/c1998-98671.

Full text

Abstract:

Abstract The External Corrosion Control System of a 16 inch diameter (406 mm), 70 miles long (113 km.) pipeline, was evaluated using the Direct Current Voltage Gradient DCVG, Close Interval Potential Survey CIPS and Continuous Soil Resistivity Evaluation CSRE techniques. Sixteen thousand five hundred meters (16.500 meters. 10,23 miles) of the pipeline were evaluated using the three techniques simultaneously and the rest was inspected separately in previous years. The results from the survey were taken as parameters to classify all defects found on the protective coating. A Defect Severity Clas

APA, Harvard, Vancouver, ISO, and other styles

6

Ruan, W., R. D. Southey, S. Tee, and F. P. Dawalibi. "Recent Advances in the Modeling and Mitigation of AC Interference in Pipelines." In CORROSION 2007. NACE International, 2007. https://doi.org/10.5006/c2007-07652.

Full text

Abstract:

Abstract The design of mitigation to reduce AC interference levels in a pipeline is a relatively straightforward matter when the mitigation can be installed with the pipeline, at the bottom of the trench. On the other hand, retrofitting introduces design challenges, which are discussed in this paper. For one thing, the depth of burial of gradient control wires running parallel to the pipeline is often limited by practical considerations: as a result, the effectiveness of these wires is reduced by soil freezing in northern climes. A second problem is the frequent need to interrupt the gradient

APA, Harvard, Vancouver, ISO, and other styles

7

Wigen, Svenn Magne, Morgan Gouriou, and Harald Osvoll. "CP of Offshore Jacket by Remote Anode Sleds and Discussion about Current Drain to Buried Structures." In CORROSION 2013. NACE International, 2013. https://doi.org/10.5006/c2013-02121.

Full text

Abstract:

Abstract Current drain to mud exposed (buried) structure such as piles is in reality dependent on the soil resistivity. The prevailing cathodic protection (CP) design standards vary in the recommended current drain to structures in mud. i.e. NACE SP01761 recommends a range of 1,5 to 5 Amps per pile, while DNV RP B 4012 recommends 20 mA/m2 for the total surface areas below mud line. A recent design case for an offshore jacket in fairly shallow waters, around 37 meters water depth with eight piles piled 135 m in the mud, where the intention was to cathodically protect the entire structure with r

APA, Harvard, Vancouver, ISO, and other styles

8

Bortels, L., B. Van den Bossche, J. Parlongue, J. de Leeuw, and B. Wessels. "Design Validation of ICCP Systems for Offshore Wind Farms." In CORROSION 2010. NACE International, 2010. https://doi.org/10.5006/c2010-10390.

Full text

Abstract:

Abstract The Greater Gabbard Offshore Wind Farm is the world's largest offshore wind farm project (500MW) to move into the construction phase and will be built approximately 25 kilometers off the Suffolk coast of the United Kingdom (UK). The construction work started in summer 2009 and features 140 wind turbines each having a rated capacity of 3.6 MW. The turbines are mounted on steel monopiles and transition pieces in water depths between 24 and 34 meters. The selection of the optimal cathodic protection system was based on extensive computer modeling. The simulation campaign compared Impress

APA, Harvard, Vancouver, ISO, and other styles

9

Baker, Gregory S., and Calista McIntyre. "Rapid azimuthal resistivity data collection using a capacitively‐coupled resistivity meter." In SEG Technical Program Expanded Abstracts 2001. Society of Exploration Geophysicists, 2001. http://dx.doi.org/10.1190/1.1816379.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Clement, Rene. "Ohmpi Project: An Open Source Resistivity Meter." In Engineering and Mining Geophysics 2021. European Association of Geoscientists & Engineers, 2021. http://dx.doi.org/10.3997/2214-4609.202152262.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Resistivity Meter"

1

Lui, Rui, Cheng Zhu, John Schmalzel, et al. Experimental and numerical analyses of soil electrical resistivity under subfreezing conditions. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48430.

Full text

Abstract:

The engineering behavior of frozen soils is critical to the serviceability of civil infrastructure in cold regions. Among various geophysical techniques, electrical resistivity imaging is a promising technique that is cost effective and provides spatially continuous subsurface information. In this study, under freeze–thaw conditions, we carry out lab–scale 1D electrical resistivity measurements on frost–susceptible soils with varying water content and bulk density properties. We use a portable electrical resistivity meter for temporal electrical resistivity measurements and thermocouples for t

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!