• Title/Summary/Keyword: 시추공 자력탐사

Search Result 7, Processing Time 0.023 seconds

지하 파일 탐지를 위한 시추공 자력탐사 자료의 역산

  • 차영호;신창수;서정희
    • Proceedings of the KSEEG Conference
    • /
    • 1999.04a
    • /
    • pp.80-85
    • /
    • 1999
  • 본 연구에서는 토목분야에서 중요한 문제가 되는 기초 파일의 깊이 탐지와 관련하여 시추공 자력탐사의 적용성을 확인하기 위하여 시추공 자력탐사 모형 반응 계산 및 역산 알고리즘을 개발하였다. 모형 반응 계산은 시추공 자력탐사에 적합하고 삼성분 이상을 계산할 수 있도록 기존의 방법을 수정하였으며, 역산 알고리즘은 일반적인 자력탐사 자료 역산의 불안정성을 고려하여 광역적 최적화 기법의 하나임 ASA(Adaptive Simulated Annealing : Ingber, 1993)를 이용하였다. 개발된 모형 반응 및 역산 알고리즘을 간단한 모형 및 합성자료에 대해 적용한 결과 그 타당성을 검증할 수 있었다. 또한 실제 현장에서 부딪힐 수 있는 무작위 잡음을 첨가한 자료, 주변 파일의 영향 및 지표 구조물에 의한 영향을 고려한 복잡한 모형에 대해 기초 파일의 깊이를 탐지해 낼 수 있었으며, 이를 토대로 실제 현장 적용시 고려해야할 현장지침에 대해서도 고찰할 수 있었다. 마지막으로 실제 현장자료에 적용한 결과 실제 파일의 깊이를 역산해 낼 수 있음을 확인함으로써, 기초 파일의 깊이 탐지를 위한 시추공 자력탐사의 적용성 및 본 알고리즘의 현장 적용성을 확인할 수 있었다.

  • PDF

Tutorial on the Principle of Borehole Deviation Survey - An Application of the Coordinate Transforms (시추공 공곡 측정의 원리 - 좌표계 변환의 응용)

  • Song, Yoonho
    • Geophysics and Geophysical Exploration
    • /
    • v.23 no.4
    • /
    • pp.243-252
    • /
    • 2020
  • To share an understanding of trajectory measurement in surveys using borehole, this tutorial summarizes the relevant mathematical principles of the borehole deviation survey based on coordinate transform. For uncased or open holes, calculations of the azimuth-deviation-tool face rotation using three-component accelerometer and magnetometer measurements are summarized. For the steel-cased holes, calculations are based on the time-derivative formula of the coordinate transform matrix; yaw-pitch-roll angles through time are mathematically determined by integrating the threecomponent angular velocity measurements from the gyroscope while also removing the Earth's rotation effect. Sensor and data fusion to increase the accuracy of borehole deviation survey is explained with an example of the method. These principles of borehole deviation surveys can be adapted for attitude estimation in air-borne surveys or for positioning in tunnels where global positioning system (GPS) signals cannot be accessed. Information on the optimization filter that must be incorporated in sensor fusion is introduced to help future research.

Closed-form Expressions of Vector Magnetic and Magnetic Gradient Tensor due to a Line Segment (선형 이상체에 의한 벡터 자력 및 자력 변화율 텐서 반응식)

  • Rim, Hyoungrea
    • Geophysics and Geophysical Exploration
    • /
    • v.25 no.2
    • /
    • pp.85-92
    • /
    • 2022
  • An elongated object in one direction can be approximated as a line segment. Here, the closed-form expressions of a line segment's vector magnetic and magnetic gradient tensor are required to interpret responses by a line segment. Therefore, the analytical expressions of the vector magnetic and magnetic gradient tensor are derived. The vector magnetic is converted from the existing gravity gradient tensor using Poisson's relation where the gravity gradient tensor caused by a line segment can be transformed into a vector magnetic. Then, the magnetic gradient tensor is derived by differentiating the vector magnetic with respect to each axis in the Cartesian coordinate system. The synthetic total magnetic data simulated by an iron pile on boreholes are inverted by a nonlinear inversion process so that the physical parameters of the iron pile, including the beginning point, the length, orientation, and magnetization vector are successfully estimated.

Detecting Steel Pile Using Bore-hole 3-components Fluxgate Magnetometer (강관말뚝 탐지를 위한 시추공 3성분 자기탐사)

  • Lee, Heui-Soon;Rim, Hyoung-Rea;Jung, Ho-Joon;Jung, Hyen-Key;Yang, Jun-Mo
    • Journal of the Korean earth science society
    • /
    • v.31 no.7
    • /
    • pp.673-680
    • /
    • 2010
  • A steel pile often utilized to bear heavy loads of the upper sub-structure, e. g., bridge constructions and tall buildings. As the steel piles are driven in the underground, it is not easy to detect the depth of the existing pile foundation when there is no detailed foundation information available. However, accurate informations of the depths of piles becomes critical required when reinforcing the existing structures or constructing new ones at the adjacent stage to assure the safety of existing structures. In this study, we tested the applicability of the three components borehole fluxgate magnetometer for detecting the depths and locations of steel piles which are commonly used in civil engineering. Results showed that the information of location as well as the depth of steel piles could be obtained by using data from the three components borehole fluxgate magnetometer.

Frture mapping and deep-seated ground water exploration in the crystalline rocks by integrated geophysical techniques (종합적 물리탐사에 의한 파쇄대 및 심부 지하수 탐사)

  • 정승환;김정호;조인기;전정수
    • The Journal of Engineering Geology
    • /
    • v.2 no.2
    • /
    • pp.113-130
    • /
    • 1992
  • Groundwater in crystalline basement is controlled primarily by tectonic fractures. It is evident that the delineation of the heavily faulted area and/or fractures deeply developped should be considerable value in deep-seated low enthalphy geothermal water. Electrical and electromagnetic methods have effectively been employed to map hydraulic faults and shear zones for groundwater exploration. In this study VLi; dipoledipole resistivity, controlled source audio~frequency magneto-telluric(CSAMT) and magnetic methods were applied in the Bomun resort area, adjacent to Kyongju city, southeastern part of Korea. The integrated geophysical tools employed in this experiment can be manifested themselves as: 1. Magnetic high for granite intrusions which is more favorable for geothermal gradient increase in depth. 2. VLF cross-over trends for mapping linear shallow conductive fractures and shear zones. 3. Dipole-dipole resistivity distributions for the deep-seated(less than 500m in depth) fractures and shear zones. The dipole-dipole resistivity field data were inverted to the true resistivity distribution with two-dimensional automatic inversion program based on the finite-difference method. 4. CSAMT provides an efficient way of delineating fractures and fault zones if the depth is greater than about 500m.

  • PDF

K-DEV: A Borehole Deviation Logging Probe Applicable to Steel-cased Holes (철재 케이싱이 설치된 시추공에서도 적용가능한 공곡검층기 K-DEV)

  • Yoonho, Song;Yeonguk, Jo;Seungdo, Kim;Tae Jong, Lee;Myungsun, Kim;In-Hwa, Park;Heuisoon, Lee
    • Geophysics and Geophysical Exploration
    • /
    • v.25 no.4
    • /
    • pp.167-176
    • /
    • 2022
  • We designed a borehole deviation survey tool applicable for steel-cased holes, K-DEV, and developed a prototype for a depth of 500 m aiming to development of own equipment required to secure deep subsurface characterization technologies. K-DEV is equipped with sensors that provide digital output with verified high performance; moreover, it is also compatible with logging winch systems used in Korea. The K-DEV prototype has a nonmagnetic stainless steel housing with an outer diameter of 48.3 mm, which has been tested in the laboratory for water resistance up to 20 MPa and for durability by running into a 1-km deep borehole. We confirmed the operational stability and data repeatability of the prototype by constantly logging up and down to the depth of 600 m. A high-precision micro-electro-mechanical system (MEMS) gyroscope was used for the K-DEV prototype as the gyro sensor, which is crucial for azimuth determination in cased holes. Additionally, we devised an accurate trajectory survey algorithm by employing Unscented Kalman filtering and data fusion for optimization. The borehole test with K-DEV and a commercial logging tool produced sufficiently similar results. Furthermore, the issue of error accumulation due to drift over time of the MEMS gyro was successfully overcome by compensating with stationary measurements for the same attitude at the wellhead before and after logging, as demonstrated by the nearly identical result to the open hole. We believe that the methodology of K-DEV development and operational stability, as well as the data reliability of the prototype, were confirmed through these test applications.