• Title/Summary/Keyword: 경사방향/경사

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Analyses of Dipole-Dipole IP Responses over Dipping Structures (경사구조에 대한 쌍극자 IP 응답의 해석)

  • Kim, Hee Joon
    • Economic and Environmental Geology
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    • v.17 no.1
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    • pp.49-55
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    • 1984
  • This paper describes three-dimensional (3-D) standard curves for conductive dipping buried bodies in induced polarization (IP) method. Dipole-dipole IP responses for the dipping bodies are calculated by the numerical modeling technique using an integral equation solution. Dip angles of the bodies are 0, 20, 45, 70 and 90 degrees, respectively. The horizontal (0-degree dip) and vertical (90-degree dip) bodies produce symmetrical patterns of IP responses. The dipping bodies of 20, 45 and 70 degrees, however, produce asymmertical patterns, with the highest IP contours dipping in the direction opposite to the bodies in pseudo-sections. The most remarkable asymmetrical pattern appears in the model of 20-degree dip. It is difficult to distinguish the body of 70-degree dip from that of 90-degree dip on the basis of dipole-dipole IP data. The IP pattern in pseudo-sections varies when the line moves away from the center of the body along strike, with the anomaly deeper and smaller in amplitude. IP maps seem to be more useful than IP pseudo-sections in predicting the location of target.

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Estimates of Elastic Fracture Mechanics Parameters for Thick-Walled Pipes with Slanted Axial Through-Wall Cracks (두꺼운 배관에 존재하는 축방향 경사관통균열의 탄성파괴역학 매개변수 계산)

  • Han, Tae-Song;Huh, Nam-Su
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.36 no.12
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    • pp.1521-1528
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    • 2012
  • The present paper provides the elastic stress intensity factors (SIFs) and the crack opening displacements (CODs) of a thick-walled pipe with a slanted axial through-wall crack. For estimating these elastic fracture mechanics parameters, systematic three-dimensional elastic finite element (FE) analyses were performed by considering geometric variables, i.e., thickness of pipe, reference crack length, and crack length ratio, affecting the SIFs and CODs. As for loading condition, the internal pressure was considered. Based on the FE results, the SIFs and CODs of slanted axial through-wall cracks in a thickwalled pipe along the crack front and the wall thickness were calculated. In particular, to calculate the SIFs of a thick-walled pipe with a slanted axial through-wall crack from those of a thick-walled pipe with an idealized axial through-wall crack, a slant correction factor representing the effect of the slant crack on the SIFs was proposed.

지하수와 하천수의 수위변화 비교

  • 조성현;하규철;조민조
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2003.09a
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    • pp.206-209
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    • 2003
  • hillslope에서 하천주위에 수리적으로 연관된 대수층의 지하수 수위와 하천수위는 그 수리경사의 방향에 따라서 이득하천과 손실하천으로 구분되며 이득하천이라도 홍수 시 손실하천으로 역전될 수 있다. 이러한 현상은 hillslope에서 기저유출의 발생여부를 좌우한다. 시간에 따른 하천의 수리경사 변화곡선으로 기저유출의 기여도와 지하수-하천수 수위곡선을 이용하여 그 양상을 비교하였다. 전라남도 곡성군 삼기천 소유역에서 연구기간 중 지하수관측지점에서 기저유출의 기여도는 37.4%이며 지하수-하천 수위곡선의 변화양상은 시계방향이다.

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Topographic Analysis of Landslides in Umyeonsan (우면산 산사태 발생 지점의 지형분석)

  • Ko, Suk Min;Lee, Seung Woo;Yune, Chan-Young;Kim, Gihong
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.32 no.1
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    • pp.55-62
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    • 2014
  • In this study, we investigated the landslides area which occurred in Umyeonsan in 2011 and collected landslide location data. Using this field data with aerial photos and LiDAR data which is obtained before and after disaster event, we analyzed the landslide occurrence frequency per unit area about various topographic characteristics. In case of slope, we compared two kind of slopes which are calculated with Neighborhood algorithm and maximum slope algorithm. Also we used aspect, elevation, profile curvature and planform curvature in topographic analysis of landslide occurrence locations. As a result, the region of which maximum slope is $40^{\circ}-45^{\circ}$ is relatively hazardous in landslide. If the perpendicular surface to the direction of the maximum slope is concave, it is more hazardous than other case.

Flow Characteristics and Transverse Bed Slope in Curved Alluvial Channels (만곡 수로의 횡방향 하상경사와 흐름특성)

  • 차영기;이대철
    • Water for future
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    • v.24 no.1
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    • pp.99-107
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    • 1991
  • This study is for simulating to the model which analyzes flow characteristics and transverse bed slopes in a coarse-streambed of the meandering alluvial channels. Using the equations for conservation of mass, momentum, and for lateral stability of the streambed, a linear differential equation of transverse bed slope is derived from the flow characteristics in curved channels. Its solutions are solved by the Sine-generated curve method(SCM) and compared with results of field measurements. Lag distances by the maximum transverse bed slope and velocity profiles will predict risk sections of concave bank under floods.

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The Selection of Landslide Risk Area Using AHP and Geomorphic Element (지형요소와 AHP를 활용한 산사태취약지역 선정)

  • Min, Byung Keun;Kang, In Joon;Park, Dong Hyun;Kim, Byung Woo
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.31 no.6_1
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    • pp.431-437
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    • 2013
  • Landslides are caused by earthquakes or heavy rains. Recently the incidence of landslides has been increased. However, it is impossible to predict the occurrence of landslide exactly. The purpose of this research is that subdivide the classes of elements in the landslide management system by using spatial analysis technique and AHP method. The existing landslide management system is only comprised of weighted value the slope elements without weighted value about the slop direction elements. For the accuracy improvement in landslide occurrence point, weighted value about the slope direction should be considered. This research is focused on segmentation in slope direction three categories. If the direction of landslide does not affect the structure, I do not think the subject is worth considerating. Based on these results will discuss the improvements in Landslides management systems. Analysis results, segmentation on the slope and the slope direction are needed. Segmented categories about topography elements will be increase the accuracy of landslides management system. Also, since topography of the elements is only considered, segmentation of different elements is needed.

A Study on Selected Transverse Bed Slope Models in Channel Bend (유로만곡부의 횡방향 하상경사 산정 모형에 관한 연구)

  • Song, Jai Woo;Choi, In Ho;Kim, Ji Ho
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.14 no.6
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    • pp.1395-1404
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    • 1994
  • Transverse bed slope in bend is a subject of scientific investigation since it provides the necessary information for channel design and protection of hydraulic structures (bank, bridge, etc), and study of river morphology. In this paper, selected models were examined and compared for the value of prediction of the transverse bed slope in curved alluvial channels(project area), by using field data, and fitting model was proposed. All models that related the local transverse bed slope to mean flow characteristics were alike in the sense that they predicted the local transverse bed slope to be proportional to the ratio between depth and radius of curvature. The difference among the models was related with the factor of proportionality, K. Also, measured transverse bed slope was correlated to mean velocity, maximum depth, and density Froude number in channel bend. In this paper selected models were compared for the prediction of the transverse bed slope using Odgaard's experiment (obtained in Sacramento River bend), so Odgaard89 model was closely related with real transverse bed slope.

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Reservoir water surface slope measurement (저수지 수면경사 실측)

  • HwangBo, Jong-Gu;Oh, Seung Hyun;hong, jun hyuk;Kang, JinSung;Park, Dong Wan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.267-267
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    • 2022
  • 댐 운영에 있어서 필요한 수문자료는 강수량, 수위, 유량, 저수량 자료 등이 있다. 이중 저수량은 주로 댐수위-저수용량 곡선식을 이용하여 계산한다. 댐수위-저수용량 곡선식은 댐 부근에서 계측 되는 한 개의 수위자료를 이용하여 저수용량을 산정하며, 이는 큰 저수지 면적과 저수지 수면이 일정하지 않다는 것을 고려할 때 큰 오차가 발생할 수 있다. 본 연구에서는 음향 도플러 유속계 ADCP(Acoustic Doppler Current Profiler) 이용하여 보성강댐 저수지 수면경사를 실측하고, 동시에 실시간 이동측위시스템인 RTK-GPS(Real Time Kinematic)를 이용하여 이를 검증하였다. ADCP는 유수의 흐름을 방해하지 않으면서 수중에 발사된 음파의 도플러 효과를 이용하여 유속, 유량 및 측량이 가능한 장비이며, RTK-GPS의 경우 정밀한 위치정보를 가지고 있는 기준국의 위상에 대한 보정치를 실시간으로 이용하여 오차가 ±0.03m 이하인 것으로 알려졌다. 보성강댐의 하류에서 ADCP와 RTK-GPS를 장착한 보트를 저수지 종방향으로 처음부터 끝까지 이동하여 약 7.5km 종단측량을 실시하였고 저수지 지형적 특성을 고려하여 약 700m마다 횡단측량을 실시하여 종방향뿐만 아니라 횡방향 수면차도 조사하였다. 그 결과 보성강댐의 상류로 갈수록 수면경사가 전체적으로 상승하는 경향을 보였지만 일부구간에서 수위가 하강하는 경우도 발생하였다. 이는 미약하지만 저수지 내에 흐름이 발생하고 이 흐름에 따른 통제가 변화되는 것과 중간에 유입되는 지류의 영향 등으로 구간별로 수면경사 차이가 발생하는 것으로 추정된다. 횡방향 수면차는 지류가 유입되는 일부구간에서 다소 차이를 보였지만 큰 영향을 없는 것으로 판단된다. 보성강댐 저수지 수면을 종방향 및 횡방향으로 실측한 결과 구간별로 차이를 보였으며 최대 EL. 126.60m, 최소 EL. 126.33m 나타났다. 댐 상류 부근의 수면높이 EL. 126.50m와 비교하면 +0.10m, -0.17m 차이를 보였으며 이는 저수량 산정에 큰 오차를 발생시킨다. 효과적인 댐 운영을 위해서는 유입량 및 유출량을 정확하게 산정하는 것도 필요하지만 저수량을 정확하게 파악하는 것 역시 필요하다. 저수량을 정확하게 산정하려면 수킬로미터가 넘는 저수지 크기를 고려하여 수면경사를 실시간으로 계측하는 등의 노력이 필요한 것으로 판단된다.

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Dynamic Behaviors of Behavior Piles and Countermeasures to Improve Their Seismic Performance Using Shaking Table Tests (진동대 모형실험을 이용한 경사말뚝의 동적 거동 분석과 내진성능 향상을 위한 보강기법 개발)

  • Hwang Jae Ik;Lee Yong Jae;Han Jin Tae;Kim Myoung Mo
    • Journal of the Korean Geotechnical Society
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    • v.21 no.2
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    • pp.105-111
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    • 2005
  • Shaking table tests are performed to investigate the seismic behavior of the batter pile and to bring up the countermeasures to improve the seismic performance of the batter pile. First of all, this study demonstrates how batter piles and vertical piles behave under static lateral loadings. Secondly, the vulnerability of batter plies under dynamic lateral loadings is demonstrated showing the axial forces and bending moments mobilized at the pile heads during shaking table tests. Thirdly, countermeasures to overcome the vulnerability of behavior piles during earthquakes are pursued. The countermeasures investigated in this study include introduction of a rubber element at the pile head and the deck plate connection, and introduction of hinge connection. Finally, the slope of batter piles which induces the minimum pile forces during the dynamic loadings are investigated and found to be 8:3 (Vertical to Horizontal).

Design of Cylindrical Magnetic Gradient field for NMR-CT (NMR-CT에서 원통좌표계를 구현하는 경사자계의 고안)

  • 이대행;이순칠
    • Journal of the Korean Magnetics Society
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    • v.2 no.2
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    • pp.132-139
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    • 1992
  • We have designed a magnetic field gradient useful for cylindrical imaging in NMR-CT. The direc¬tion of the designed field is parallel to the axis and the gradient in the radial direction of cylindrical coordinate is monotonically increasing. The ratio of the gradient in the radial and axial direction is greater than 10 near the center of coordinate. This ratio depends on solenoid length, the number of reverse current turns at center, and the amount of the reverse current. We built a gradient coil based on the numerical simulation and tested the field generated by NMR-CT. The resulting image matches with the theoretical expectation within 10% error. Since the data acquisition time of 1-D imaging is significantly shorter than 2-D imaging, it becomes possible to image much more dynamic objects by the use of this gradient field.

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