• 한국지하수토양환경학회지:지하수토양환경
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• 제19권3호
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• pp.1-14
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• 2014

It is necessary to decide the pumping rate and pumping well location together with the capture zone in order to determine an appropriate groundwater remediation strategy to manage the contaminated groundwater. The relationship between the capture zone and the drawdown radius of influence ($ROI_s$) was considered. $ROI_{cs}$ is defined as the distance where the criteria of drawdown is cs meter from pumping well in this paper. A method to decide the required pumping rate for the remediation of contaminated groundwater in order to create appropriate $ROI_{cs}$ is suggested by using the Theis equation (1935) and Cooper-Jacob equation (1946). It was shown in this study that $ROI_{cs}$ is in proportion to the pumping rate and the criteria of drawdown, which decides $ROI_{cs}$, is inversely proportional to Ti value (transmissivity ${\times}$ hydraulic gradient). The pumping rate which creates the required $ROI_{cs}$ could be planned through the relationship between the $ROI_{cs}$ and pumping rates ($ROI_{cs}$-Q curve) of the field sites 1, 2 and 3. If the drawdown is investigated along with Ti value and pumping rate at a specific site where pump and treat remediation is planned, it is expected that the required criteria of drawdown can be evaluated by using the relationship between the cs and Ti (cs-Ti curve).

• 한국지하수토양환경학회지:지하수토양환경
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• 제15권4호
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• pp.1-12
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• 2010

Well production by a riverbank filtration facility with multi-radial collector well systems in Jeungsan-ri, Changnyeong gun, Korea was evaluated. In this study, the drawdown at collector wells due to pumping and groundwater inflow rates along the horizontal arms of the collector wells were computed through numerical simulations. Sensitivities of the well production to hydraulic conductivity and well flow coefficient, which represents the resistance to the flow from the aquifer to the horizontal arms, were analyzed. Simulation results showed that, with given proposed pumping rate conditions, the drawdown in the caisson exceeded maximum drawdown constraints in the study site and the adjustment of the pumping rate at each well is needed. The drawdown is affected by the hydraulic conductivity of the main aquifer and the well flow coefficient, which means the profound field investigation of the study site is needed to accurately estimate the efficiency of riverbank filtration through radial collector wells.

• 한국초전도ㆍ저온공학회논문지
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• 제12권1호
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• pp.47-51
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• 2010

We already obtained magnetic behavior of superconducting Nb foil of linear type magnetic flux pump (LTMFP) by means of the FEM analysis. As well as, fundamental equations of pumping current were theoretically derived based on the pumping sequences according to the position of normal spot of the moving flux. In this paper, we experimentally investigated pumping performances of LTMFP with a wide range of traveling speed of magnetic field. In order to confirm the numerical and theoretical approaches, we explained the pumping characteristics of LTMFP by use of the calculation sequence of pumping current.

• 한국지하수토양환경학회지:지하수토양환경
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• 제12권3호
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• pp.36-43
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• 2007

대수층시험에서 관측공 없이 단공으로 양수시험을 시행하는 경우 일반적으로 저류계수가 실제보다 크게 산정된다. 이를 보정하려면 유효우물반경을 계산하여 이를 가상의 관측정 거리로 입력하는 방법으로 시간-수위강하량 자료를 해석하여야 한다. 유효우물반경의 계산은 단계양수시험에 의하거나 또는 스킨계수 공식을 적용하여 실행할 수 있다. 그러나 이 두 가지 방법 모두 조사대상 대수층의 저류계수를 추정하여 대입하는 시행착오 방식으로서 현장 적용성은 다소 부족하다. 본고에서는 국내에서 시행된 다수의 양수시험 자료를 바탕으로, 단공시험 저류계수를 독립변수로 하는 유효우물반경 산정공식을 유도하였다. 본 연구에는 양수정과 관측정에서 동시에 수위강하를 측정한 136개소의 양수시험자료가 이용되었다. 먼저, 양수정 자료만으로 산출된 저류계수가 관측정 자료로 구해진 저류계수와 같은 값을 가질 수 있는 관측거리 즉, 유효우물반경을 구하였으며, 이 유효우물반경과 양수정에서 구한 저류계수의 상관관계를 바탕으로 단공시험에서 유효우물반경 산정에 사용할 수 있는 회귀공식을 얻을 수 있었다.

• 한국기술혁신학회:학술대회논문집
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• 한국기술혁신학회 2015년도 추계학술대회 논문집
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• pp.479-487
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• 2015

전국의 지하수 관정은 2012년 기준 1,474 천 개소이며 지하수 이용량이 총 용수 이용량의 12%를 차지하고 있다. 수자원장기기본계획은 2021년 전국 용수 수요가 공급을 초과할 것으로 전망하고 있어 지하수 이용이 더욱 중요한 과제가 되고 있다. 우리나라는 지하수 활용을 위한 인공함양이나 강변여과 보다 관정에 크게 의존하고 있으므로 관정의 경제성에 대한 평가가 우선적으로 이루어져야 할 것이다. 따라서 본 논문은 관정에 의한 지하수자원 활용이 경제적인지 아닌지를 분석하는 것에 목적을 둔다. 관정의 편익은 크게 3가지로 나누어 첫째, 활용가치로 음용수 및 농공용수의 공급가치, 둘째 비활용 가치로 잠재활용 대비 미래를 위한 부존가치를 포함하고 있다. 또한 비용은 관정의 설치비용 및 교체비용, 관리비용, 그리고 폐공의 환경오염 비용 등을 모두 포함한다. KDI의 수자원사업 예비타당성 가이드라인과 미국 환경청 그리고 세계은행의 지하수자원 비용-편익분석 모델을 원용하여 관정의 비용편익 비율을 계산하였다. 그 결과 지하수 관정의 편익이 비용보다 2.98배 높아 지하수 관정에 의한 지하수자원 공급이 경제성이 있는 것으로 나타났다.

• 자원환경지질
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• 제54권2호
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• pp.247-257
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• 2021

The study area has been contaminated with explosive materials and heavy metals for several decades. For the design of the pump and treat remediation method, groundwater flow before and during groundwater pumping in a contaminated aquifer system was simulated, calibrated, and predicted using a generalized multidimensional hydrological numerical model. A three-dimensional geologic formation model representing the geology, hydrogeology, and topography of the aquifer system was established. A steady-state numerical simulation with model calibration was performed to obtain initial steady-state spatial distributions of groundwater flow and groundwater table in the aquifer system before groundwater pumping, and its results were illustrated and analyzed. A series of transient-state numerical simulations were then performed during groundwater pumping with the four different pumping rates at a potential location of the pumping well. Its results are illustrated and analyzed to provide primary reference data for the pump and treat remediation method. The results of both steady-state and transient-state numerical simulations show that the spatial distribution and properties of the geologic media and the topography have significant effects on the groundwater flow and thus depression zone.

• 지질공학
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• 제20권2호
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• pp.127-136
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• 2010

본 연구에서는 현장에서 수행한 단계양수시험을 이용하여 최적 양수량, 우물효율 및 양수 영향반경을 산정하였다. 시험결과 최적 양수량은 KDPW 1, KDPW 2에서 수위강하가 0.5, 1.0 m 일어났을 때 각각 9.37, 16.20 $m^3/day$과 8.11, 14.10 $m^3/day$으로 계산되었다. 또 우물효율은 KDPW 1에 대하여 72.02~90.73%의 효율을 그리고 KDPW 2에 대하여 70.62~88.52%의 효율을 보였다. 한편 정류상태 해석으로 영향반경은 KDPW 1에서 양수하였을 경우 관측정에서 3.50~31.92 m로 계산되었다. 또 KDPW 2에서 양수하였을 경우 관측정에서 영향반경이 0.14~37.43 m로 산정되었다. 부정류 해석결과에 따르면 KDPW 1에서 양수하였을 경우 관측정에서 영향반경이 0.02~8.34 m로 계산되었다. 그리고 KDPW 2에서 양수하였을 경우 관측정에서 영향반경이 0.24~9.68 m로 계산되었다. 본 연구에서 적용한 방법론은 오염지하수 양수처리법의 설계에 실용적으로 활용될 수 있을 것으로 사료된다.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2005년도 춘계학술대회
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• pp.697-700
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• 2005

Aquifer Thermal Energy Storage (ATES) system can be very cost-effective and renewable energy sources, depending on site-specific parameters and load characteristics. In order to develop an ATES system which has certain hydrogeological characteristics, understanding of the thermo hydraulic processes of an aquifer is necessary for a proper design of an aquifer heat storage system under given conditions. The thermo hydraulic transfer for heat storage is simulated using FEFLOW according to two sets of pumping and waste water reinjection scenarios of heat pump operation in a two layered confined aquifer. In the first set of model, the movement of the thermal front and groundwater level are simulated by changing the locations of injection and pumping well in seasonal cycle. However, in the second set of model the simulation is performed in the state of fixing the locations of pumping and injection well. After 365 days simulation period, the temperature distribution is dominated by injected water temperature and the distance from injection well. The small temperature change is appears on the surface compared to other slices of depth because the first layer has very low porosity and the transfer of thermal energy are sensitive at the porosity of each layer. The groundwater levels and temperature changes in injection and pumping wells are monitored to validate the effectiveness of the used heat pump operation method and the thermal interference between wells is analyzed.

• 한국해안·해양공학회논문집
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• 제27권5호
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• pp.353-357
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• 2015

해수침투로 인하여 부존되어 있는 지하수의 염분농도가 높아 방치되고 있는 해안지역 대수층을 활용한 수자원 확보 방안을 제안하였다. 대수층으로 담수를 주입하여 염수를 치환할 수 있는 주입-양수 시스템을 연구하였다. 염수로 포화되어 있는 충적층에서 인공함양 및 회수 기술이 성공하기 위해서는 양수정으로 유입되는 염수를 방지하는 것이 가장 중요한 문제 중의 하나이다. 본 연구에서는 양수정을 염수 침투로부터 방지하기 위한 염수포획관정의 효과를 수치모델링 방법으로 분석하였다. 적절히 설계된 염수포획관정은 담수 양수정을 염수침입으로부터 보호할 수 있음을 제시하였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제21권4호
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• pp.42-49
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• 2016

Step-drawdown pumping tests for identifying the improvement of groundwater well performance after rehabilitation treatments were conducted in three longstanding wells. Three selective mechanical treatment methods including power bubble, high-voltage electric pulse, and air surging were applied to these wells and the applicability of these methods to secure additional groundwater resources were evaluated quantitatively. Commonly, drawdown at final stage of stepdrawdown pumping tests after rehabilitation decreased by as much as 0.61~0.70 meters compared to those before rehabilitation. In addition, final specific drawdown values of three wells increased from 9% to 14% after rehabilitation. Formation loss coefficient and well loss coefficient decreased to 6.1% and 60.6%, respectively, indicating some clogging materials by precipitation/corrosion/microbe within pores of aquifer materials, gravel packs, and screens were effectively removed by applied methods. Decrease of formation loss coefficient was higher in the well applied by the power bubble method meanwhile high-voltage electric pulse method demonstrated the higher decrease of well loss coefficient. Additionally secured groundwater amounts after rehabilitation ranged from 23.3 to 32.1 m³/day, which account for 8~16% of initially developed pumping rates of the wells. From the results of this study, the effective selection of rehabilitation treatments considering aquifer characteristics are expected to contribute to secure groundwater resources for irrigation as well as to plan systematic management program for groundwater resources in rural area.