• 한국지하수토양환경학회지:지하수토양환경
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• 제19권3호
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• pp.66-81
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• 2014

A Fortran program was developed to determine the optimal locations of an artificial recharge well. Three objective functions were considered: (1) maximizing the recovery rates, (2) maximizing the injection rates, and (3) minimizing the coefficient of variation of the increased pumping rates. We also suggested a new aggregate objective function which combined the first and the third objective functions. The model results showed that locating the injection well inside the cluster of pumping wells was desirable if either the recovery or the injection rate was taken into account. However, the injection well located outside the cluster evenly increased the pumping rates in existing pumping wells. Therefore, for clustered pumping wells, installing an injection well at the center or the upstream of the pumping wells seems beneficial. For linear arrangement of pumping wells parallel to the constant head boundary, locating the injection well in the upstream was recommended. On the contrary, in case of the linear arrangement perpendicular to the constant head boundary, the injection well installed on both sides of the central part of the pumping wells was preferable.

• 지질공학
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• 제28권2호
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• pp.193-206
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• 2018

본 연구는 "포항분지 해상 소규모 $CO_2$ 주입실증 프로젝트"의 일환으로 경상북도 포항시 영일만에 설치된 해상 플랫폼에서 $CO_2$ 주입 실증을 위한 주입정 시추 및 완결(well drilling and completion)을 수행하였다. 주입정 시추(well drilling)는 포항분지 해상지역 퇴적지층에 설치한 해상플랫폼의 상부부터 해저면까지 케이싱 설치를 시작으로 단계별로 굴진 공경을 축소하면서 케이싱 설치 및 시멘트 그라우팅(cement grouting)을 시행하며 진행하였다. 최종심도 816.5 m 까지 공경 4 7/8 inch (${\Phi}124mm$) 규격으로 굴진하여 심도 746.5~816.5 m 구간에 유공 케이싱을 설치하여 주입구간을 형성하였다. $CO_2$ 주입을 위한 주입공 완결(well completion)을 위하여 주입관, 패커(packer), 주입탑(christmas tree)을 설치하였다. 주입공을 완결하고 주입 플랜트 설비를 설치하여 $CO_2$ 시험 주입을 성공적으로 수행하였다. 현재의 주입설비는 100톤 규모의 소규모 주입 실증을 위한 설비로서 향후 주입설비 격상을 통하여 총 1만톤의 중규모 실증 주입설비로 추가적인 연구개발을 진행하고 있다.

• 한국수자원학회논문집
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• 제48권1호
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• pp.23-35
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• 2015

본 연구에서는 3차원 수치모형을 이용하여 염수 대수층 내 담수 주입량에 따른 주입정과 양수정 사이의 담수체의 거동을 수치적으로 분석하였다. 대수층 내에 8개의 주입정이 동심원 상에 등간격으로 배열되어 있으며, 동심원 중심에 한 개의 양수정이 위치해 있다. 주입량이 상대적으로 작은 경우 주입정 주변의 담수체는 인근의 주입정에서의 담수체와 서로 혼합되지 않고 독립적으로 분포한다. 그러나 주입량이 증가함에 따라 담수체의 크기는 점차적으로 증가하며, 주입정과 주입정 사이에 염수와 담수가 혼합되어 있는 영역이 나타난다. 혼합되는 정도는 주입량이 증가함에 따라 증가되며, 이러한 현상은 양수정 주변에서도 동일하게 나타난다. 또한주입량이 증가할수록 양수정 주변 및 내에서의 염수비율이 점차적으로 감소하는 경향을 나타내었다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제22권3호
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• pp.42-49
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• 2017

TOUGH2 was used to simulate the migration of $CO_2$ injected into a sandy aquifer. A series of numerical simulations was performed to investigate the effects of a low-permeability layer (LPL) embedded in the aquifer on the injection rate and the pressure distribution of $CO_2$. The results show that the size and location of the LPL greatly affected the spread of $CO_2$. The pressure difference between two points in the aquifer, one each below and above the LPL, increased as the size of the LPL increased, showing a critical value at 200 m, above which the size effect was diminished. The location of the LPL with respect to the injection well also affected the migration of $CO_2$. When the injection well was at the center of the LPL, the injection rate of $CO_2$ decreased by 5.0% compared to the case with no LPL. However, when the injection well was at the edge of the LPL, the injection rate was decreased by only 1.6%. The vertical distance between the injection point and the LPL also affected the injection rate. The closer the LPL was to the injection point, the lower the injection rate was, by up to 8.3%. Conclusively, in planning geologic storage of $CO_2$, the optimal location of the injection well should be determined considering the distribution of the LPL in the aquifer.

• 한국분무공학회지
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• 제21권1호
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• pp.47-52
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• 2016

This paper describes the modeling of CNG direct injection using gaseous sphere injection model. Simulation of CNG direct injection does not need break up and evaporation model compared to that of liquid fuel injection. And very fine mesh is needed near the injector nozzle to resolve the inflow boundary. Therefore it takes long computation time for gaseous fuel injection simulation. However, simulation of CNG direct injection could be performed with the coarse mesh using gaseous sphere injection model. This model was integrated in KIVA-3V code and RNG $k-{\varepsilon}$ turbulence model needs to be modified because this model tends to over-predict gas jet diffusion. Furthermore, we preformed experiments of gaseous fuel injection using PLIF (planar laser induced fluorescence)method. Gaseous fuel injection model was validated against experiment data. The simulation results agreed well with the experiment results. Therefore gaseous sphere injection model has the reliability about gaseous fuel direct injection. And this model was predicted well a general tendency of gaseous fuel injection.

• 에너지공학
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• 제24권4호
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• pp.1-10
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• 2015

석유생산을 증진시키기 위해 널리 사용되는 대표적인 방법 중 하나인 수공법을 성공적으로 수행하기 위해서는 적절한 물주입량을 정하는 것이 중요하다. 일반적으로 수공법의 주입유량을 할당하기 위하여 생산정과 주입정사이 관계를 정량화하는 well allocation factor(WAF)를 이용한다. 수공법 배열의 기하학적 구조에 따라 WAF를 도출하는 정적(static) WAF는 저류층 물성 및 현장 조건에 대해 고려하지 않기 때문에 부정확한 값을 도출하는 한계가 있어 이를 보완하기 위해 주입 유량, 생산정과 주입정 사이 거리, 주입정 반경 등을 고려한 modified WAF 방법이 제안되었다. 이 연구에서는 정적 WAF와 modified WAF를 적용하여 수공법의 물 주입량을 최적설계하고 결과를 비교 분석하였다. 현장 조건을 고려하지 않는 정적 WAF 보다 modified WAF 방법을 이용하여 물 주입유량을 설계한 경우 적은 양의 물이 주입되면서 생산되는 물의 양이 감소함과 동시에 추가로 생산할 수 있는 석유의 양이 증가하는 것을 확인하였다. 특히 modified WAF 방법은 주입정과 생산정 사이 거리의 변화가 클 경우 주입 유량 최적설계에 효과적임을 확인할 수 있었다.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 추계학술대회 논문집
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• pp.489-492
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• 2007

Understanding the thermohydraulic processes in the aquifer is necessary for a proper design of the aquifer thermal energy utilization system under given conditions. Experimental and numerical test were accomplished to evaluate the relationship between the geothermal heat exchanger operation and hydrogeological conditions in the open-loop geothermal system. Sand tank experiments were designed to investigate the open-loop geothermal system. Water injection and extract ion system as open-loop borehole heat exchanger was applied to observe the temperature changes in time at injection well, extraction well and ambient groundwater. The thermohydraulic transfer for heat storage was simulated using FEFLOW for two cases of extraction and injection phase operation in sand tank model. As one case, the movement of the thermal plume was simulated with variable locations of injection and extraction well. As another case, the simulation was performed with fixed location of injection and extraction well. The simulation and experimental results showed that the temperature distribution depends highly on the injected water temperature and the length of injection time and the groundwater flow and pumping rate sensitively affect the heat transfer.

• 한국지하수토양환경학회지:지하수토양환경
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• 제25권1호
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• pp.12-24
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• 2020

This study was conducted to examine an artificial recharge system, which was considered to be an alternative for securing additional groundwater resources in a high-density greenhouse region. An injection well with a depth of 14.0 m was placed in an alluvial plain of the zone. Eight monitoring wells were placed in a shape of dual circles around the injection well. Aquifer tests showed that the aquifer was comprised with high-permeable layer with hydraulic conductivities of 1.5×10^-3~2.4×10^-2 cm/sec and storage coefficients of 0.07~0.10. A step injection test resulted in a specific groundwater-level rising (Sr/Q) values of 0.013~0.018 day/㎡ with 64~92% injection efficiencies. Results of the constant-rate injection test with an optimal injection rate of 100 ㎥/day demonstrated an enormous storage capacity of the alluvial aquifer during ten experimental days. To design an optimal recharge system for an artificial recharge, the high-permeable layer should be isolated by dual packers and suitable pressure should be applied to the injection well in order to store water. An anisotropy ratio of the alluvial aquifer was evaluated to be approximately 1.25 : 1 with an anisotropy angle of 71 degrees, indicating intervals among injection wells are almost the same.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 임시총회 및 추계학술발표회
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• pp.399-402
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• 2004

An aquifer thermal energy storage (ATES) model is simulated by FEFLOW according to the scenario of heat pump operation in two layered confining aquifer. The scenario is consisted of 4 steps: 90 days pumping (west well) and waste water injection (east well: 35 $^{\circ}C$), 90 day s stop, 90days pumping (east well) and waste water injection (west well: 5 $^{\circ}C$), and 95 days stop. The injection of the waste water is limited in the second layer and the first layer is aquitard. The temperature distribution at the surface shows low difference with reference temperature and opposit aspect with that of the second layer because the thermal transition through the first layer is very slow. Even though the simulated thermal transition in the aquifer system have a difference with real ATES system, optimal design and operate system can be developed with field tests and operational experience.

• 한국정밀공학회지
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• 제22권4호
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• pp.144-150
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• 2005

Gas-assisted injection molding (GAIM) process is reducing the injection pressure during mold filling required as well as the shrinkage and warpage of the part and cycle time. Despite of these advantages, this process introduces new parameters and makes the application more difficult because the process interacts between gas and melt during injection molding process. Important GAIM factors that involved in this process include gas penetration design, locations of gas injection points, shot size, gas injection delay time as well as common injection molding parameters, gas pressure and gas injection time. In this study, the experiments were conducted to investigate effects of GAIM process variables on the gas penetration for PP and ABS moldings by changing gas injection point. Taguchi method was used fer the design of experiment. When the gas was injected at cavity's center, the most effective factor was shot size. When the gas was injected at cavity's end, the most effective factor was melt temperature. Injection speed was also an effective factor in GAIM process.