• 한국지하수토양환경학회:학술대회논문집
• /
• 한국지하수토양환경학회 1997년도 추계 국제학술심포지움 논문집
• /
• pp.97-142
• /
• 1997

The Seoguipo Formation occurs only in a small exposure along the coast of the Seoguipo City, but in the subsurface, underlies tile western part of the Bugcheon-Pyoseon Line in the northeastern part of tile island. The Bugcheon-Pyoseon Line is presumed to be a facies boundary that reflects tile distribution of hyaloclastites resulted from submarine volcanic activity. The Seoguipo Formation is distributed in the subsurface along the part which is lower than 400m in average altitude, and occurs at El. -5.76∼-46.63m in tile southern area, El. -41.89∼-57.97m in the western area, El. -13.15∼-50.59m in the northern area. Therefore, the southern area was uplifted after the deposition of the Seoguipo Formation. In the subsurface, the vertical depth of the volcanic rocks of the Cheju Volcanic Edifice is El. -40.6m in the southern area, El. -111.3m in the western area, El. -81.5m in the northern area and El. -134.7m in the eastern area. The unconsolidated U Formation, which is, overlying the basement and about 70∼250m thickness underlies the whole island. There is a positive correlation between tile groundwater level and the depth of the subsurface distribution of the Seoguipo Formation. Consequently, it is conformed that the subsurface distribution of the Seoguipo Formation plays important role for controlling the characteristics of the reservoir of tile groundwater in Cheju Island.

• 지질공학
• /
• 제3권1호
• /
• pp.51-61
• /
• 1993

비정상 현상을 나타내는 지하수위 자료의 추정을 위해서 제한적 최대 우도치를 이용하는 universal kriging을 사용하였다. 제한적 최대우도법의 우수성을 판정하기 위해 가중 최소자승법을 이용하는 IRD-k와 비교 검토하였다. 교차 타당성에 있어서 RML과 k계 고유 확율함수는 거의 비슷한 결과를 갖고, 참값 대 추정치의 이산분포도와 지하수위 등고선도에 있어서도 2가지 방법이 거의 같은 결과를 만들었다. RNL을 이요한 universal kriging과 가중 최소자승법을 이용한 IRF-k가 비정상 함수자료의 추정에 있어서 거의 비슷한 결과를 만든 원인은 이용된 실험자료의 비정규분포와 적은 자료수에 기인하는 것으로 사료된다.

• 터널과지하공간
• /
• 제11권2호
• /
• pp.156-166
• /
• 2001

균열암반에서의 지하수유동 모사를 위한 추계적 연속테 모델링 기법이 개발되었다. 추계적연속체 모델은 균열수의 제한을 가지는 개별균열연결망 모델의 단점을 극복할 수 있다. 뿐만 아니라 개별균열연결망 모델에서 가능한 확률론적 해석과 전도성이 큰 균열을 통한 지하수 유동을 근접하게 모사할 수 있는 장점을 가진다. 추계적연속체 모델은 개별균열연결망 모델에 근거하여 생성된다. 개별균열연결망 모델은 일정크기의 소블록으로 나누어지며 각 소블록 투수계수의 확률밀도함수와 베리오그램 함수로부터 추계적연속체 모델에서의 투수계수의 공간적 분포를 정의할 수 있다. 이 연구에서 추계적연속체 모델과 개별균열연결망 모델의 적합성을 보여 주기 위하여 수치실험을 통하여 지하수 유동 이동시간을 계산하고 상호 비교하였다. 그리고 추계적연속체 모델은 방사성폐기물 처분장의 확률론적 안전성 펑가를 위해 필요한 지하수 유동속도의 확률분포를 제공할 수 있는 모델임을 제시할 수 있었다.

• Korean Journal of Hydrosciences
• /
• 제3권
• /
• pp.1-9
• /
• 1992

The effects of fractures in rock masses on the groundwater flow and the groundwater flow system in the volcanic rocks are analyzed by GFFP-WT model, which allows more realistic analysis of groundwater system by considering the fractures in rock masses. The evaluation of the effects of fractures in rock masses on the groundwater flow has been carried out in the 2nd Yeonwha and resulted in that the fractures mostly influence flow time because of hydraulic head distribution change. The results of the groundwater flow system analysis in the volcanic rocks are as follows. Most of groundwater once flowed in Lapilli tuff flowed out through Lappilli tuff layer. But only a small fraction of water flowed out through crystal tuff layer.

• 방사성폐기물학회지
• /
• 제12권3호
• /
• pp.191-198
• /
• 2014

가상의 심지층 처분 부지에서 이루어진 지하수 유동 모의 결과를 이용하여 처분 심도의 지하수 유량 분포를 분석하고 그 결과를 처분 안전성 평가에 이용할 수 있는 방안을 제시하였다. 처분 심도의 지하수 유동량은 가상의 처분 부지를 대상으로 한 광역 및 국지적 지하수 유동 모의 결과의 지하수두 분포를 이용하여 분석하였다. 지하수 유동량 분포를 이용하여 처분공 위치의 지하수 유동량을 분석하고 최대값을 기준으로 지하수 유동량을 표준화하여 처분공에서의 처분 용기 파손 가능성을 확률적으로 도시하였다. 확률적으로 제시된 처분 용기의 파손 가능성을 이용하여, 처분 용기로부터 누출이 일어날 것으로 가정된 위치에서 지표 환경으로 이동하는 방사성 핵종의 이동량에 대한 확률론적 기대값을 계산하여 결정론적으로 평가된 이전 연구 결과와 비교하였다. 이런 평가 방법은 현장 조건을 더욱 많이 반영할 수 있는 안전성 평가 방안 구축에 기여할 수 있을 것으로 생각된다.

• Geomechanics and Engineering
• /
• 제12권6호
• /
• pp.1003-1020
• /
• 2017

Estimation of groundwater inflow into underground opening is of critical importance for the design and construction of underground structures. Groundwater inflow into a pilot underground storage facility in China was estimated using analytical equations, numerical modeling and field measurement. The applicability of analytical and numerical methods was examined by comparing the estimated and measured results. Field geological investigation indicated that in local scale the high groundwater inflows are associated with the appearance of open joints, fractured zone or dykes induced by shear and/or tensile tectonic stresses. It was found that 8 groundwater inflow spots with high inflow rates account for about 82% of the total rate for the 9 caverns. On the prediction of the magnitude of groundwater inflow rate, it was found that could both (Finite Element Method) FEM and (Discrete Element Method) DEM perform better than analytical equations, due to the fact that in analytical equations simplified assumptions were adopted. However, on the prediction of the spatial distribution estimation of groundwater inflow, both analytical and numerical methods failed to predict at the present state. Nevertheless, numerical simulations would prevail over analytical methods to predict the distribution if more details in the simulations were taken into consideration.

• Journal of Korean Society for Atmospheric Environment
• /
• 제17권E2호
• /
• pp.43-51
• /
• 2001

A report by the national research council in the United States suggested that many lung cancer deaths each year be associated with breathing radon in indoor air. Most of the indoor radon comes directly from soil beneath the basement of foundations. Recently, radon released from groundwater is found to contribute to the total inhalation risk from indoor air. This study presents the quantitative assessment of human exposures to radon released from the groundwater into indoor air. At first, a three-compartment model is developed to describe the transfer and distribution of radon released from groundwater in a house through showering, washing clothes, and flushing toilets. Then, to estimate a daily human exposure through inhalation of such radon for an adult. a physiologically-based pharmacokinetic(PBPK) model is developed. The use of a PBPK model for the inhaled radon could provide useful information regarding the distribution of radon among the organs of the human body. Indoor exposure patterns as input to the PBPK model are a more realistic situation associated with indoor radon pollution generated from a three-compartment model describing volatilization of radon from domestic water into household air. Combining the two models for inhaled radon in indoor air can be used to estimate a quantitative human exposure through the inhalation of indoor radon for adults based on two sets of exposure scenarios. The results obtained from the present study would help increase the quantitative understanding of risk assessment issues associated with the indoor radon released from groundwater.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제25권4호
• /
• pp.87-97
• /
• 2020

In this study, the applicability of the geostatistical evolution strategy as an inverse analysis method of estimating hydraulic properties of small-scale basin was tested. The geostatistical evolution strategy is a type of data assimilation method that can effectively estimate aquifer hydraulic conductivity by combining a global optimization model of the evolution strategy and a local optimization model of the ensemble Kalman filtering. In the applicability test, the geometry, hydraulic boundary conditions, and the distribution of groundwater monitoring wells of Hanlim-Eup were employed. On the other hand, a synthetic hydraulic conductivity distribution was generated and used as the reference property for ease of estimation quality assessment. In the estimations, two different cases were tested where, in Case I, both groundwater levels and hydraulic conductivity measurements were assumed to be available, and only the groundwater levels were available, in Case II. In both cases, the reference and estimated hydraulic conductivity fields were found to show reasonable similarity, even though the prior information for estimation was not accurate. The ability to estimate hydraulic conductivity without accurate prior information suggests that this method can be used effectively to estimate mathematical properties in real-world cases, many of which little prior information is available for the aquifer conditions.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제13권2호
• /
• pp.54-61
• /
• 2008

수평 혹은 경사 형태 특수 정호 양수량에 대한 시공간적 수위 강하를 지하수 수치 모델링을 활용하여, 평가하였다. 지하수 수치 모델링은 상용 프로그램인 FEFLOW(version 5.1)의 1차원 선형 불연속 특징 요소를 활용하여 수행되었으며, 수치해의 검증을 위해 Zhan과 Zlotnik(2002)이 제안한 연속된 점 형태 배출원 배열 방식 준 해석해와 비교하였다. 비교 검증 결과, 수치해와 준해석해는 최대 수위 강하가 나타나는 양수 최인접부를 제외하고는 거의 일치한 형태를 보여주었다. 검증된 수치적 방법을 이용하여, 강변여과 방식 취수가 검토되는 현장에 대한 수위강하를 정량적으로 평가할 수 있었다.

• 한국지구물리탐사학회:학술대회논문집
• /
• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
• /
• pp.344-351
• /
• 2003

Hydrogeological survey and geochemical analysis were carried out in Phra Yun area, Northeast Thailand, which is a typical salt-affected area for an understanding of hydrogeological groundwater behaviours. Geological survey reveals the presence of G1 and F1 faults. Electromagnetic ground conductivity prospecting shows that the high conductivity zones of 15 mS/cm or more are distributed at underground of the G1 and F1 faults where saline groundwater is discharged. The distribution patterns of tritium concentration show that high tritium concentration zones of groundwater were recharged from pond and river. On the assumption that the annual average tritium concentration of precipitation in Northeast Thailand is same as tritium concentration of precipitation in Tokyo and groundwater flows as piston flow, the age of recharging precipitation of groundwater with 15 TU in 1997 could be estimated at 1967-1970 years. The velocity of groundwater flow was calculated to be $5.3{\times}10^{-7}\;m/s\;and\;2.1{\times}x10^{-6}\;m/s$ respectively from a duration time of 30 years and distance of groundwater flow 500m -2000m from the pond and river to the investigation wells. Because the estimated values of velocity of groundwater flow are compatible with the hydraulic conductivities, it is considered that 30 years is a reasonable period for recharging groundwater.