• Title/Summary/Keyword: Resistivity survey

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The Resistivity Survey of the Takaoi Area on Central Kalimantan, Indonesia (인도네시아 칼리만탄 타카오이(미고결 역질층)지역에서의 전기비저항 탐사)

  • Cho Jin-Dong;Park In-Hwa
    • Geophysics and Geophysical Exploration
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    • v.4 no.4
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    • pp.110-114
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    • 2001
  • In order to obtain the geological information of the shallow subsurface and the characteristics of resistivity curves to the lateral extent of the gold bearing gravel layer underlaid by a thick layer, electrical resistivity surveys had been carried out in the northern area of Takaoi village, Kalimantan, Indonesia from September 30th to October 27th in 1999. The Dipole-Dipole (Dp-Dp) resistivity survey was carried out with a electrode spacing of A=3m, 5m and electrode separation index n=10, and the vertical electrical sounding (VES) of the Schlumberger type was performed at 6 sites. The interpretation of the Dp-Dp data and VES curves by computer modeling indicates 5 classified layers as the horizontal structure. And the characteristics of VES curves shows us KH type.

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Ground Stability Interpretation of the Five-storied Stone Pagoda at the Muryangsa Temple, Korea; An Examined by the Nondestructive Survey (비파괴 탐사를 이용한 무량사오층석탑 지반안정해석)

  • Chae, Sang-Jeong;Suh, Man-Cheol
    • Journal of Conservation Science
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    • v.20
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    • pp.43-54
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    • 2007
  • The Muryangsa temple five-storied stone pagoda (Treasure No. 185) was geographically located in the area of the Baekje Kingdom. The architectural style of the Muryangsa temple five-storied stone pagoda is the pagoda at the early Goryeo Dynasty that was succeeded technique of the Baekje Kingdom and form of the Shilla Kingdom. Because this pagoda is located outside during old time that it received serious petrological and biological weathering in rock blocks and occurred the center subsidence in the upper capstone. This study executed ground stability interpretation in order to know what central subsidence in the upper capstone occurred for soft ground. The ground stability interpretation used seismic survey, electrical resistivity survey and GPR survey by non-destructive method. As the result, the ground appeared in the condition which is good. Specially, high resistance zone appeared from electric resistivity survey which come to seem with ground reinforcement harden. Consequently, central subsidence condition in the upper capstone is not by the instability of ground, and is judged with the thing by the structure instability in rock blocks over the upper capstone. This will be applied basic data with the long-term monitoring or preservation countermeasure of the pagoda.

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A marine deep-towed DC resistivity survey in a methane hydrate area, Japan Sea (동해의 메탄 하이드레이트 매장 지역에서의 해양 심부 견인 전기비저항 탐사)

  • Goto, Tada-Nori;Kasaya, Takafumi;Machiyama, Hideaki;Takagi, Ryo;Matsumoto, Ryo;Okuda, Yoshihisa;Satoh, Mikio;Watanabe, Toshiki;Seama, Nobukazu;Mikada, Hitoshi;Sanada, Yoshinori;Kinoshita, Masataka
    • Geophysics and Geophysical Exploration
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    • v.11 no.1
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    • pp.52-59
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    • 2008
  • We have developed a new deep-towed marine DC resistivity survey system. It was designed to detect the top boundary of the methane hydrate zone, which is not imaged well by seismic reflection surveys. Our system, with a transmitter and a 160-m-long tail with eight source electrodes and a receiver dipole, is towed from a research vessel near the seafloor. Numerical calculations show that our marine DC resistivity survey system can effectively image the top surface of the methane hydrate layer. A survey was carried out off Joetsu, in the Japan Sea, where outcrops of methane hydrate are observed. We successfully obtained DC resistivity data along a profile ${\sim}3.5\;km$ long, and detected relatively high apparent resistivity values. Particularly in areas with methane hydrate exposure, anomalously high apparent resistivity was observed, and we interpret these high apparent resistivities to be due to the methane hydrate zone below the seafloor. Marine DC resistivity surveys will be a new tool to image sub-seafloor structures within methane hydrate zones.

CONDUCTIVITIES OF SEA-BOTTOM SEDIMENTS

  • HoWoongShon
    • Journal of the Korean Geophysical Society
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    • v.6 no.2
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    • pp.79-87
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    • 2003
  • An in-situ four-electrode contact resistivity probe system was designed, and field-tested in submarine sediments. Seismic survey was also performed to support and compare the results of electric survey. The probe was designed to be driven to selected depths below the seafloor using a Vibracore system. The four insulated electrodes were, spaced equidistant across the wedge, were extended beyond the probe tip to minimize effects of sediment disturbance by the wedge insertion. In-situ measurements of resistivity were recorded on board by precision electronic equipment consisting of signal generators and processors, and by temperature- monitoring systems. Overall limits of uncertainty at respective depths below the seafloor are up to ±10% of the measured values. Best estimates of conductivity are considered to be ±3 percent of the reported values. Resistivity measurements were made at six sites in carbonate sediments to a maximum depth of penetration of about 5 m. Average values of conductivity range between 0.88 and 1.21 mho/m. The results show the seabed is composed of alternating layers of relatively high-conductivity material (0.8 to 1.4 mho/m) in thicknesses of more or less one meter and layers about 30 cm thick having relatively low conductivities (0.4 to 0.8 mho/m).

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Electrical Resistivity Survey at the Ground with Micro-subsidence by Excessive Pumping of Groundwater (지하수 과잉양수에 따른 미세 지반변형 지역에서의 전기비저항 탐사)

  • Song Sung-Ho;Lee Kyu-Sang;Yong Hwan-Ho;Kim Jin-Ho
    • Geophysics and Geophysical Exploration
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    • v.7 no.3
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    • pp.197-206
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    • 2004
  • Because the minute displacement of ground accompanied by excessive pumping of groundwater at specified site is mainly generated from ill-balancing of water budget within groundwater basin, It is necessary to monitor the variation of micro-subsidence for a long time at representative points. We made up the conceptual model using two-dimensional electrical resistivity survey and three-dimensional soil profile consisted of loam and sand. In verifying the reliability of this conceptual model using numerical modeling for ground settlement and groundwater flowing, two-dimensional electrical resistivity survey with short distance of electrode following soil sampling with hand auger would be useful for interpreting hydrogeological structure related to the minute displacement of ground consisted of loam and sand.

A Study on Application of Electrical Resistivity Survey to Detect the Leakage of Embankment with Weak Zone (취약대가 존재하는 제방의 누수 탐지를 위한 전기비저항 탐사의 적용성 연구)

  • Park, Samgyu;Kim, Jaehong
    • Journal of the Korean GEO-environmental Society
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    • v.14 no.4
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    • pp.5-13
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    • 2013
  • The water leakage of reservoir embankment usually occurs around channelling pipes, which gives little influence on the embankment in a normal state. However, the embankment can be destroyed when the water level of reservoir increases with heavy rain and the rainy season in summer. Investigating the water vein and its path is therefore very important from the viewpoint of disaster prevention and embankment maintenance. The water leakage in dams and levees where the channelling pipes are working as weak zone was analyzed by using both numerical simulation and experimental method in this study. To detect the water leakage, an electrical resistivity survey was used and investigated for its' usability. The numerical results show the size and location of weak zone increases the importance of selection of electrode spacing. The leakage experiments of model embankment present the best result is obtained under the conditions of electrode spacing of 0.3m and dipole-dipole array. By studying the water leakage in dams and levees, the electrical resistivity survey is observed it is a very useful method to predict the leakage.

Verification of Reinforcement with Grouting Materials in a Small Scale Reservoir Dike using Surface and Borehole Electrical Resistivity survey (지표 및 시추공 전기비저항 탐사를 중심으로)

  • Song, Sung-Ho;Yong, Hwan-Ho;Kim, Yang-Bin
    • Geophysics and Geophysical Exploration
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    • v.12 no.3
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    • pp.239-245
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    • 2009
  • To verify the reinforcing effect of grouting materials composed of colloid cement and ordinary portland cement on the water leakage region in a small scale dike, we performed a tubecasing method and applied surface electrical resistivity survey including electrical resistivity tomography (ERT) to find resistivity variation before and after grouting. Hydraulic conductivities after grouting show 10 times lower than those of before grouting. These variation indicates that the cement grout blocks the leakage pathway effectively. As the results of dipole-dipole resistivity survey along the dike, resistivity distribution after grouting did not represent noticeable spatial variation in time. Resistivity monitoring results at the dike with vertical electrical sounding (VES) showed that the region of decreasing apparent resistivity was occupied by the grout after grouting. Predicted resistivities from the inversion of ERT data well matched with results of VES at the same regions. From the ERT using check holes to inspect the effect of grouting, we could find that the ERT is quite effective to identify spatially the grout region in a dike.

A Study on Topographic Effects in 2D Resistivity Survey by Numerical and Physical Scale Modeling (수치 및 축소모형실험에 의한 2차원 전기비저항 탐사에서의 지형효과에 관한 연구)

  • Kim Gun-Soo;Cho In-Ky;Kim Ki-Ju
    • Geophysics and Geophysical Exploration
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    • v.6 no.4
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    • pp.165-170
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    • 2003
  • Recently, resistivity surveys have been frequently carried out over the irregular terrain such as mountainous area. Such an irregular terrain itself can produce significant anomalies which may lead to misinterpretations. In this study, topographic effects in resistivity survey were studied using the physical scale modeling as well as the numerical one adopting finite element method. The scale modeling was conducted at a pond, so that we could avoid the edge effect, the inherent problem of the scale modeling conducted in a water tank in laboratory. The modeling experiments for two topographic features, a ridge and a valley with various slope angles, confirmed that the results by the two different modeling techniques coincide with each other fairly well for all the terrain models. These experiments adopting dipole-dipole array showed the distinctive terrain effects, such that a ridge produces a high apparent resistivity anomaly at the ridge center flanked by zones of lower apparent resistivity. On the other hand, a valley produces the opposite anomaly pattern, a central low flanked by highs. As the slope of a terrain model becomes steeper, the terrain-induced anomalies become stronger, and moreover, apparent resistivity can become even negative for the model with extremely high slope angle. All the modeling results led us to the conclusion that terrain effects should be included in the numerical modeling and/or the inversion process to interpret data acquired at the rugged terrain area.

A Study on Electrical Resistivity Geophysical Surveys of the Noen Landfill Site (전기비저항 탐사를 이용한 노은매립장 침출수 분포에 관한 연구)

  • Kim, Jun-Kyoung;Hong, Sang-Pyo;Kim, Kwang-Yul;Cho, Yong-Jin
    • Journal of Environmental Impact Assessment
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    • v.13 no.5
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    • pp.223-230
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    • 2004
  • The electrical resistivity prospecting method with dipole-dipole array were applied in order to survey 3-D structure characteristics of the Noen landfill site. For the electrical resistivity prospecting, 3 line of measurements were established parallel to the main boundary of the Noen landfill site and additional 2 lines were also established perpendicular to the existing 3 lines for the effective investigation of the landfill site. The results showed that the uppermost layer of the landfill site is believed to be stabilized generally based on the characteristics of electrical resistivity distribution. Lowest layer was partially polluted by the leachate.

Soft Ground Investigations Using Small Loop EM (소형루프 전자탐사법을 이용한 연약지반 조사)

  • Kim, Ki-Ju;Cho, In-Ky;Lim, Jin-Taik;Kyeung, Keu-Ha;Kim, Bong-Chan
    • 한국지구물리탐사학회:학술대회논문집
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    • 2007.06a
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    • pp.245-250
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    • 2007
  • The small loop EM method is a fast and convenient geophysical tool which can give shallow subsurface resistivity distribution. It can be a useful alternative of resistivity method in conductive environment. We applied the multi-frequency small loop EM method for the investigation of a soft ground landfill site which was constructed on a tideland since the resistivity of the survey area is extremely low. 3D resistivity distribution was obtained by merging 1D inversion results and shallow subsurface structure can be interpreted. By comparing the result with the drilling log and measured soil resistivity sampled at 16 drill holes, we can get lot of information such as groundwater level, thickness of landfill, salinity distribution, depth to the basement and etc.

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