• The Journal of Engineering Geology
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• v.31 no.1
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• pp.19-30
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• 2021

This study evaluated the injection rate and the injection efficiency of the artificial recharge in the upper drought-prone watershed region, where the remaining water was used for injection, by using a numerical model to secure water during a drought. As a result of a numerical model under the condition of diverse injection rates per a well and hydraulic characteristics of the aquifer, the optimal injection rate per a well was estimated as 50.0 ㎥/day, and the injection efficiency was simulated as 33.2% to 81.2% of the total injection volume. As the injection time was shorter, the injection efficiency tented to increase non-linearly. As the injection rate increased, the residual storage in aquifer increased and available groundwater amount also increased, which could be advantageous for drought relief. For a more accurate assessment of injection efficiency, the model will be validated using the field injection data and optimum scenarios will enable the efficient operation of the artificial recharge system in the study area.

• Journal of the Korean GEO-environmental Society
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• v.13 no.7
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• pp.31-38
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• 2012

Water glass chemical grouts are primarily used in ground injection projects. Natural and Durable Stabilizer (NDS), Space Grout Rocket (SGR), and other similar materials composing of inorganic accelerating agents with ultra fine cement have been gaining popularity as ground improvement material in South Korea. However, there are questions as to grouting results and environmental issues caused by NDS grout. This study uses the injection method in mudstone embarkment to evaluate the differences in strength, permeability, and optimum injection volume through the use of uniaxial and triaxial compression tests and fish poison tests for NDS and SGR materials. After 28 days, results showed SGR and NDS to have a 50% increase in strength and 50% decrease in permeability with the proper injection rate at 50%.

• Journal of Korea Water Resources Association
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• v.42 no.5
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• pp.415-424
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• 2009

Artificial injection of surplus surface water during wet seasons and recovery is one of possible solutions for conjunctive uses of surface water and groundwater. The methodology is especially attractive for regions of monsoon type weather. In this work a simulation-optimization model is developed to identify an optimal injection system to sustain an over-exploiting freshwater pumping well. The injection well is to be operated during wet seasons only while the pumping well is to be operated throughout an entire year. The objective function is the minimization of injected volume of freshwater. Saltwater intrusion and dry wells are considered as constraints. An example application is made on a small hypothetical island with poor hydrogeologic conditions. The optimization model is successful in determining optimal injection locations and rates for various cases.

• Journal of the Korean Geotechnical Society
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• v.19 no.2
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• pp.217-225
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• 2003

The ground reinforcement effect of pressure grouting depends on grout penetration into ground. It is not, however, easy to predict the grout penetration in the design process because of the heterogeneity of ground conditions. This study investigates the proper grouting pressure and grouting method through laboratory model tests for pressure grouting using loose to medium dense crushed rock and sandy ground using specially designed and fabricated device. The optimum injection pressure, grout quantity and injection time are investigated through performing pressure grouting under changing conditions of injection in this test. From the test results, it was found that optimum injection pressure covers the range of 3 to 4kg/cm$^2$.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.388-388
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• 2017

낙동강 하류 일대에는 수질과 수량 두 가지 요건을 모두 충족하는 강변여과수를 새로운 수자원 확보 대안으로 활용하고 있다. 일부 지역의 경우 과도한 취수량으로 인한 지하수 고갈을 우려하여 개발을 반대하거나 이로 인한 피해보상 범위가 명확치 않아 간접편입부지의 주민들이 피해를 우려하고 있는 실정이다. 따라서 해당 지역에서의 취수량은 인근 주민들에게 피해가 가지 않는 한도 내에서 이루어 져야한다. 하지만 타 지역으로 원수를 공급하게 되어 필요이상의 지하수를 개발하게 되거나 목표취수량에 부합하지 않아 추가 양수정을 시공하는 경우와 같이 수요량과 적정 취수량사이에 문제가 발생하는 경우가 있다. 이러한 배후 지하수위 감소영향과 추가취수량 확보를 위해 주입정을 활용한 인공함양 방법이 적용될 수 있다. 본 연구에서는 강변여과 취수 시 배후 지역의 지하수가 유입되어 인근 지역의 지하수위 강하량을 감소시키기 위한 최적 주입 위치 및 주입량을 산정하는 프로그램을 개발하였다. 고려된 최적화 결정변수는 주입정 개수와 위치, 그리고 주입량이며 제약 조건으로는 기 설치된 양수정 위치, 초기 자연 평형상태의 배후 지하수위에 근사하는 주입정 위치에 따른 최소 주입량 그리고 추가 생산 가능량 이다.

• Proceedings of the Korea Society for Energy Engineering kosee Conference
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• 1998.10a
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• pp.193-208
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• 1998

본 논문에서는 써모싸이폰식 히트파이프의 열수송한계와 작동유체의 주입량이 파이프의 직경, 가열량 및 증발부와 응축부의 길이비 등에 따라 변화하므로 이러한 인자에 따른 적정 작동유체의 주입량과 가열량의 한계에 대해 고찰하였다. 특히 각종 전자부품의 냉각에 사용되는 히트파이프가 써모사이폰식이므로 사용작동유체에 대해 가열량에 따라 파이프의 직경예측이 가능토록 열수송한계특성에 대해 검토하고, 싸이리스터용은 증발부와 응축부의 길이비 변동이 심하므로 작동유체의 주입량이 중요한 성능인자로 작용하므로 길이비에 따른 작동유체의 주입량범위에 대해 기술하였다. 그리고 최적의 작동유체범위와 히트파이프의 증발열전달계수 및 응축열전달계수에 대한 실험으로부터 성능자료를 도출하여 이론해석과 비교검토하였다.

• Korean Journal of Materials Research
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• v.6 no.9
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• pp.919-924
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• 1996

사염화우라늄을 제조하기 위한 가장 효율적인 반응계는 이산화우라늄, 염소가스와 탄소분말이다. 여러 가지 실험변수 가운데 이산화우라늄의 염소화반응에 사용된 염소가스 주입량과 탄소의 양이 사염화우라늄 제조에 미치는 영향에 관하여 연구하였다. 각각의 실험변수들에 대한 전화율과 휘발률 계산을 통해 효율적인 반응을 위한 적정 염소가스 주입량과 탄소의 양을 구하였고, 이산화우라늄의 증가함에 따라 직접접촉에 의한 기체-고체반응에서는 전화율과 휘발률은 증가했으나 이후 과량을 첨가함에 따라 감소하였고, 용융염내의 기체-액체반응에서는 전화율의 미미한 증가와 휘발률의 감소를 확인하였가. 염소주입량이 증가함에 따라 전화율과 휘발률이 증가했으며, 과량의 염소가수 주입시 고이온가 염화물의 생성량이 증가하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.3B
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• pp.321-327
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• 2006

This study was performed to provide basic information for evaluating the efficiency and applicable extent of photocatalysis for the treatment of swine wastewater. Acid area was more efficient than neutral and alkalic areas in wastewater treatment, and level of pH3 was the most effective and the treatment efficiency continually increased as the amount of photocatalyst was increased. When the photocatalyst was increased, $TCOD_{Mn}$ was removed faster than chromaticity. Pollutants were more effectively eliminated with both UV light illumination and $TiO_2$ than with either UV or $TiO_2$ alone. The removal efficiency was increased with the addition of $H_2O_2$ as an oxidant, but the removal efficiency was decreased with over an dosage of $H_2O_2$. The optimal dosage of $H_2O_2$ was 200 mg/L. Continuous injection of $H_2O_2$ was required for effective oxidation.

• Journal of the Korean GEO-environmental Society
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• v.13 no.10
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• pp.77-83
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• 2012

Recently, excavations using propped walls were popularized in downtown due to reduced settlement of nearby structures. These excavations is induced strain to propped walls or settlement in near ground. In this study, the ground reinforcing effect was proven using NDS, which is an inorganic injection material. Injection tests were performed to compute optimum injection pressure and volume. Next, calibration chamber tests were performed by using computed injection pressure and volume, and wall behaviour was examined for overburden pressures of 50kPa and 150kPa. Ground reinforcing effect was shown when the material behind the propped wall was grouted. From test results, optimum injection pressure was 350kPa and the optimum volume was 10L considering economics. Calibration chamber test results show that after the material was grouted, the maximum settlement was reduced to 19% of the non-grouted condition. For overburden pressures of 50kPa and 150kPa behind the wall, the settlement of the wall increased by 58% and 57% when compared to the case of no overburden pressure.

• Journal of the Korean Geotechnical Society
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• v.18 no.6
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• pp.61-72
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• 2002

In this study, model tests were performed to evaluate the injection characteristics of cement grouting which was used as waterproof method for leakage of underground structures. To simulate in situ condition, model tests were performed with varying the ground conditions such as the kinds of test soils, soil density, water content, etc. and the injection conditions such as kinds of injection materials, injection pressure, injection quantity, injection velocity, etc. From the results of model tests, the major factors influencing the permeability of injection material were determined to be the kinds of soils and soil density. To obtain optimal injection effects, injection should be performed after investigating the condition of backside ground accurately.