• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 1998.11a
• /
• pp.114-118
• /
• 1998

농촌지역인 공주시 유구읍 명곡리 지역의 천부지하수와 먹는 샘물 공장의 취수정 심부 지하수을 대상으로 지화학적 특성을 밝히고, 물-암석 상호반응과 오염물질 유입에 대해서 토의하였다. 천부 지하수의 화학적 유형은 Ca-HCO$_3$형에서 Ca-Cl(SO$_4$)형으로 전반적으로 약산성화 되어있고, $K^{＋}$, Cl$^{-}$, NO$_3$$^{-}$오염이 상당히 진행되어 70 %이상이 음용수로 불가능한 상태이다. 군집방법에 의하면 신선한 물과 오염된 물사이에 뚜렷한 경향의 차이를 보인다. 천부지하수의 주요 오염원은 각가정에 있는 재래식 화장식, 생활하수, 가축의 축사, 비료등으로 보인다. 심부지하수는 알카리성의 Na-HCO$_3$형에서 Na(Ca)-HCO$_3$형의 화학적 유형이며, 2 TU 이하의 삼중수소 함량으로 1950년대 이전에 함양된 비교적 오랜 물-암석 상호반을 거친 물로 판단된다. 반면 천부형 지하수는 1950년대 이후에 충전된 상당히 젊은 연령의 지하수로 보인다. $^{18}$ O/$^{16}$ O, D/H 환경동위원소 조성값으로 볼 때 심부지하수의 함양지역은 고도의 효과를 보인다. 이 연구결과는 농촌지역의 지하수 수질 오염에 대한 하나의 사례연구로 향후 전국을 대상으로 한 농어촌지역의 지하수 오염연구에 기본방향을 제시하는데 의의 가 있을 것이다.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
• /
• v.7 no.3
• /
• pp.95-99
• /
• 2002

3.5KHz subbottom profiling systems are useful for delineating of shallow (up to 10~100m below the sea bottom) geological structure. These systems are generally used to image geological structures with less than 1m of vertical resolution. However swell in the sea is quite often higher than 1m, causing degradation in the quality of the 3.5KHz subbottom profiles. In this paper, we show the quality of digitally recorded data can be enhanced by the suppression of swell effect. Prior to suppression of swell effect, sea bottom detection procedure was applied using the characteristics that the amplitude of sea bottom reflection is high. To suppress the swell effect, we applied moving average method and high-cut filtering method using the extracted water depth of adjacent traces. Acceptable results were obtained from both methods. In the case of bad quality data or shallow data interfered with direct wave, the suppression of swell effect is difficult due to incorrect sea bottom detection.

• Tunnel and Underground Space
• /
• v.9 no.2
• /
• pp.158-167
• /
• 1999

There are substantial difficulties in assessing the volume of soill/rock to be excavated and the cost thereof, which is attributable to the subjective and qualitative methods of rock mass classification prevailing at the moment. This paper intends to introduce more objective and quantitative rock mass classification method easily applicable to the excavation of granites in Muakjae, Seoul. As a result of such study it is proven that Schmidt hammer and point load strength tests are fairly reliable and easily applicable to estimate and quantify uniaxial compressive strength of granitic material in Seoul. In an efforts to confirm the granitic rock mass conditions in 12 meters underground, seismic refraction surveys were made on the top of vertical exposures from where underlying rock mass conditions could be directly inspected. Rock mass boundaries determined by seismic refraction methods were found to agree within a 1m variance with visible differences in rock mass conditions in the vertical exposure beneath the test site. Thus it can be concluded that detailed geotechnical mapping on cutting slopes is a most efficient, dependable and cost-effective technique in assessing likely excavation conditions of shallow granitic mass in Seoul.

• 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.

• Economic and Environmental Geology
• /
• v.41 no.4
• /
• pp.393-403
• /
• 2008

Hydrogeochemistry of groundwater was studied in order to identify the influence of cow manure, distributed to a farmland as organic fertilizer, on nitrate concentrations in shallow groundwater and its spatio-temporal variations. From monitoring wells, water levels were measured using automatic data loggers, and water samples collected and analyzed in Feb., April, June and Oct. 2007. The average electric conductivity and concentration of nitrate in the groundwater show the highest levels in April and decline in subsequent sampling times. Decreases in dissolved oxygen(DO) and nitrate concentrations from April to Oct. and corresponding increases in $HCO_3$ concentrations indicate denitrification processes by microorganisms. Spatial variation of nitrate concentration appeared to be affected by the redox conditions of groundwater controlled by geochemical reactions of Mn, Fe and DOC contents.

• Bulletin of the Korean Space Science Society
• /
• 2010.04a
• /
• pp.33.3-33.3
• /
• 2010

17세기 이후 조선과 일본은 서로 다른 시각법을 사용하였다. 일본의 경우 서양의 자명종을 받아 들여 12시(時) 100각법(刻法)의 부정시법을 기초로 한 일식시계(和時計)인 자명종을 제작 발전시켰다. 이러한 자명종의 제작기술이 조선에 유입되었지만 조선과 일본의 시각법의 차이로 인해 정확한 기계시계임에도 불구하고 널리 보급되지 못했다. 현재 한국의 대표적인 자명종 유물은 고려대학교 박물관과 서울대학교 박물관에 소장되어 있다. 고려대학교 자명종의 경우 12시 96각법을 기준으로 하여 자명종 전면에 원형으로 12시와 1시진(時辰)에 8각(현행 1시간당 4각)으로 각인되어 있고, 그 밑 부분에 "구(九)", "팔(八)", "칠(七)", "육(六)", "오(五)", "사(四)"가 2회 반복하여 각인되어 있다. 타종장치는 파손되어 있고 구조와 형태로 봤을 때 일정한 시간에 한번 종을 치는 일정천부방식(一挺天符方式, Foliout) 자명종이다. 서울대학교 자명종은 시반에 12시와 숫자만 표기되어 있다. 이 자명종은 "구(九)", "팔(八)", "칠(七)", "육(六)", "오(五)", "사(四)"의 숫자 표기가 고려대학교 자명종과 일본 자명종 유물과는 다르게 반대의 방향으로 표기되어 있다. 이 자명종의 타종장치는 정해진 시각에 해당 시각만큼 타종하는 장치가 달린 이정천부방식(二挺天符方式) 자명종 형식이다. 서울대학교 자명종의 경우 일부 부품이 유실되고 개조된 것으로 보이며, 야간용 천부(天符)와 알람장치가 유실된 상태이다. 이는 일본의 부정시법 자명종을 조선의 정시법로 사용하기 위해서 개조한 것으로 여겨진다. 수차례에 걸친 국내와 일본의 학술조사를 수행하여 당시의 조선과 일본의 시각법에 대한 비교조사와 유물 및 문헌을 통해서 두 자명종의 구동방식을 알게 되었다. 또한 일본의 자명종 제작 기술 발달 과정과 비교하여 두 자명종의 제작시기 등을 추정하였다. 아울러 두 자명종의 파손된 부분에 대한 구조를 연구하여 기계적 작동원리에 대한 개념도를 제시하고자 한다.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 2001.09a
• /
• pp.83-87
• /
• 2001

토양이나 천부 지하수 온도의 장기 관측 자료를 이용하여 함양량 또는 증발산량을 산정하는 온도추적자법의 원리를 소개하였으며, 국가 지하수 관측망의 장기 관측 자료에 본 방법을 적용하여 관측소 주변에서의 수직적인 물의 흐름(flux)을 추정하였다. 20개 충적층 관정의 수온 관측 자료를 분석한 결과, 15개 지역에서는 증발산에 의한 상향(upward) 흐름이, 5개 지역에서는 지하수 함양에 의한 하향(downward) 흐름이 우세하게 발생하는 것으로 나타났다. 본 방법은 수직적인 물의 흐름을 시간 독립적인 정류 상태로 가정하므로 우기에 지하수 함양이 주로 발생하는 국내의 수리지질학적 조건에 잘 부합하지 않지만 함양 지역을 판단하는 방법으로 유용하게 이용될 수 있다.

• Proceedings of the Korean Society for Rock Mechanics Conference
• /
• 1994.03a
• /
• pp.62-69
• /
• 1994

최근 국내에서도 지하공간의 활용성이 부각되면서 다양한 활용방안과 개발구상안이 제시되고 있는데, 이의 실현을 위해서는 지하공간의 합리적 설계, 시공 및 안전유지를 위한 공학적 기술확립이 우선적으로 요구된다. 또한 앞으로 심부 대규모 지하공간개발을 위해서는, 지금까지의 지하천부개발시 중요하게 인식되지 않았던 지하암반의 구조지질적, 역학적, 수리적 특성의 정밀평가가 필요하다. 이러한 현지암반특성 및 특히 지압상태는 기초골격설계와 안정성평가에 있어서 매우 중요한 요소이다. (중략)

• The Journal of Engineering Geology
• /
• v.14 no.1
• /
• pp.1-20
• /
• 2004

This study focuses on the hydrochemical characteristics in goundwater affected by reclamation at 2000 Sydney Olympic Games site, Sydney, Australia. The Olympic Games site can be divided into three areas, i.e. reclaimed areas; landfill areas and non-infilled areas. In the current work, 'reclaimed areas' were previously estuarine, and were filled with waste materials and are now above present high tide level, whereas 'landfill areas' are areas where deposition of waste materials occurred above sea level. No deposition of waste took place in 'non-infilled areas'. This study was also evaluated by three different types such as deep boreholes, shallow boreholes and standpipes. The hydrochemishy of groundwaters in reclaimed and non-in-filled areas is characterized by Mg- and Ca-enrichment, whereas groundwaters in landfill areas are elevated in K and NO₃. Na, K and Mg are the dominant cations in groundwater from reclaimed areas and Na and K are the dominant cations in groundwater in landfill areas. Na and Mg are the dominant cations in groundwater in deep boreholes, whereas Na and K are the dominant cations in groundwater in shallow boreholes and standpipes. There is no distinct trend in heavy metals with electrical conductivity in the groundwater between the re-claimed, landfill and non-infilled areas. Fe and Mn in landfill areas with respect to reclaimed areas and non-infilled areas show a distinct increase in concentration with declining pH. Mean electrical conductivity values in the deep and shallow boreholes are higher than that of standpipes, but the minimum and maximum value of electrical conductivity in groundwater in standpipes shows remarkably different value, probably due to perched pond. There is no correlation between Cu, Pb, Zn, Cr concentrations in groundwater with pH, from deep boreholes, shallow boreholes and standpipes, except for Fe and Mn, which demonstrate increasing concentrations with declining pH. The results revealed a close association between elevated concentrations in groundwater and the presence of fill materials at the site. Trace metals teachability from re-claimed soils adjacent to estuary plays a significant role in determining their potential environmental risk to surrounding environment.

• Geophysics and Geophysical Exploration
• /
• v.13 no.1
• /
• pp.24-30
• /
• 2010

This study utilises repeated numerical tests to understand the effects of variable near-surface conditions on time-lapse seismic surveys. The numerical tests were aimed at reproducing the significant scattering observed in field experiments conducted at the Naylor site in the Otway Basin for the purpose of $CO_2$ sequestration. In particular, the variation of elastic properties of both the top soil and the deeper rugose clay/limestone interface as a function of varying water saturation were investigated. Such tests simulate the measurements conducted in dry and wet seasons and to evaluate the contribution of these seasonal variations to seismic measurements in terms of non-repeatability. Full elastic pre-stack modelling experiments were carried out to quantify these effects and evaluate their individual contributions. The results show that the relatively simple scattering effects of the corrugated near-surface clay/limestone interface can have a profound effect on time-lapse surveys. The experiments also show that the changes in top soil saturation could potentially affect seismic signature even more than the corrugated deeper surface. Overall agreement between numerically predicted and in situ measured normalised root-mean-square (NRMS) differences between repeated (time-lapse) 2D seismic surveys warrant further investigation. Future field studies will include in situ measurements of the elastic properties of the weathered zone through the use of 'micro Vertical Seismic Profiling (VSP)' arrays and very dense refraction surveys. The results of this work may impact on other areas not associated with $CO_2$ sequestration, such as imaging oil production over areas where producing fields suffer from a karstic topography, such as in the Middle East and Australia.