• 한국지형학회지
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• 제23권1호
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• pp.77-85
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• 2016

To understand the difference of runoff discharge processes between Gwangneung deciduous and coniferous forest catchments, we collected hydrological data (e.g., precipitation, soil moisture, runoff discharge) and conducted hydrochemical analyses in the deciduous and coniferous forest catchments in Gwangneung National Arboretum in the northwest part of South Korea. Based on the end-member mixing analysis of the three storm events during the summer monsoon in 2005, the hillslope runoff in the deciduous forest catchment was higher 20% than the coniferousforest catchment during the firststorm event. Howerver, hillslope runoff increased from the second storm event in the coniferous catchment. We conclude that low soil water contents and topographical gradient characteristics highly influence runoff in the coniferous forest catchment during the first storm events. In general, coniferous forests are shown high interception loss and low soil moisture compared to the deciduous forests. It may also be more likely to be a reduction in soil porosity development when artificial coniferous forests reduced soil biodiversity. The forest soil porosity is an important indicator to determine the water recharge of the forest. Therefore, in order to secure the water resources, it should be managed coniferous forests for improving soil biodiversity and porosity.

• Geomechanics and Engineering
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• 제35권4호
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• pp.385-393
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• 2023

To analyze the consolidation with horizontal sand drains, the plane strain consolidation model under multi-ramp loading is established, and its corresponding analytical solution is derived by using the separation of variables method. The proposed solution is verified by the field measurement data and finite element results. Then, the effects of the loading mode and stress distribution on consolidation and dissipation of pore pressure are investigated. At the same time, the influence of hydraulic conductivity and thickness of sand blankets on soil consolidation are also analyzed. The results show that the loading mode has a significant effect on both the soil consolidation rate and generation-dissipation process of pore water pressure. In contrast, the influence of stress distribution on pore pressure dissipation is obvious, while its influence on soil consolidation rate is negligible. To guarantee the fully drained condition of the sand blanket, the ratio of hydraulic conductivity of the sand blanket to that of clay layer k_d/k_v should range from 1.0×10⁴ to 1.0×10⁶ with soil width varying from 100 m to 1000 m. A larger soil width correspondingly needs a greater value of kd/kv to make sure that the pore water can flow through the sand blanket smoothly with little resistance. When the soil width is relatively small (e.g., less than 100 m), the effect of thickness of the sand blanket on soil consolidation is insignificant. And its influence appears obvious gradually with the increase of the soil width.

• 농업과학연구
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• 제41권4호
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• pp.455-460
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• 2014

In this study, structural behavior of plastic greenhouse foundation was investigated using rational finite element modeling for structures which have different material properties each other. Because the concrete foundation of plastic greenhouse and soil which surround and support the concrete foundation have very different material property, the boundary between two structures were modeled by a interface element. The interface element was able to represent sliding, separation, uplift and re-bonding of the boundary between concrete foundation and soil. The results of static and dynamic analysis showed that horizontal and vertical displacement of concrete foundation displayed a decreasing tendency with increasing depth of foundation. The second frequency from modal analysis of structure including foundation and soil was estimate to closely related with wind load.

• 한국지반환경공학회 논문집
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• 제15권11호
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• pp.29-42
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• 2014

This paper investigates the effects of micro-tunneling on buried pipelines parametrically. A simplified numerical approach was developed and various parametric studies have been conducted to evaluate the effects of ground settlements on the response of buried pipelines. The controlled parameters included the pipe stiffness, ground loss magnitude, and pipe location with respect to a micro-tunnel. Maximum settlement and curvature along a pipeline have been investigated and compared among others for different conditions. In addition, the numerical results have been compared with a theoretical method by Attewell et al. (1986), which is based on a Winkler type linear-elastic solution. The comparison indicated that the response of buried pipes to micro-tunneling-induced ground settlements highly depends on the soil-pipe interaction including the separation and slippage of pipe from soil with the effects of the investigated parameters. Therefore, rather than using the theoretical method directly, it would be a better assessment of the response of buried pipelines to consider the soil-pipe interaction in more realistic conditions.

• Mass Spectrometry Letters
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• 제5권1호
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• pp.12-15
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• 2014

Thermal ionization mass spectrometry (TIMS) was used to determine the concentration and isotope ratio of uranium contained in samples of soil and groundwater collected from Korea. Quantification of uranium in ground water samples was performed by isotope dilution mass spectrometry. A series of chemical treatment processes, including chemical separation using extraction chromatography, was applied to the soil samples to extract the uranium. No treatments other than filtration were applied to the groundwater samples. Isotopic analyses by TIMS showed that the isotope ratios of uranium in both the soil and water samples were indistinguishable from those of naturally abundant uranium. The concentration of uranium in the groundwater samples was within the U.S. acceptable standards for drinking water. These results demonstrate the utility of TIMS for monitoring uranium in environmental samples with high analytical reliability.

• 한국산림과학회지
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• 제95권2호
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• pp.177-182
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• 2006

Little information is available on soil $CO_2$ efflux and crop yield under agroforestry systems. Soil $CO_2$ efflux, microbial biomass C, live fine root biomass, and cotton yield were measured under a pecan (Carya illinoinensis K. Koch)-cotton (Gossypium hirsutum L.) alley cropping system in southern USA. A belowground polyethylene root barrier was used to isolate tree roots from cotton which is to provide barrier and non-barrier treatments. The barrier and non-barrier treatment was randomly divided into three plots for conventional inorganic fertilizer application and the other three plots for organic poultry litter application. The rate of soil $CO_2$ efflux and the soil microbial biomass C were affected significantly (P < 0.05) by the fertilizer treatment while no significant effect of the barrier treatment was occurred. Cotton lint yield was significantly (P < 0.0 I) affected by the root barrier treatment while no effect was occurred by the fertilizer treatment with the yields being greatest ($521.2kg\;ha^{-1}$) in the root barrier ${\times}$ inorganic fertilizer treatment and lowest ($159.8kg\;ha^{-1}$) in the non-barrier ${\times}$ inorganic fertilizer treatment. The results suggest that the separation of tree-crop root systems with the application of inorganic fertilizer influence the soil moisture and soil N availability, which in tum will affect the magnitude of crop yield.

• 한국지하수토양환경학회지:지하수토양환경
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• 제14권1호
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• pp.51-60
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• 2009

HPLC에 의한 토양내 화약물질의 분석 방법을 최적화하기 위해 현재 실사격 훈련이 진행 중인 군사격장 2곳에서 토양시료를 채취하여 분석 실험을 수행하였다. 토양과 오염물질의 불균일도를 감안하여 segregation constant 와 homogeneity constant를 기준으로 산정한 결과, 화약물질의 분석을 위한 토양시료채취 최소량은 125g 이었다. 그리고 시료 전처리 과정인 추출단계에서 필요한 적정시료량과 추출액의 비율을 CV값에 근거하여 산정한 결과 토양 10g/ACN 20 mL가 가장 효과적이었다. 미국 EPA에서 지정한 화약물질 14종을 모두 분리하기 위한 HPLC의 용리 조건은 RP C18캘럼을 이용하여 칼럼온더 30${\circ}C$일 때, 이동상 구성 및 유량은 isopropanol : acetonitrile : water의 비율 18 : 12 : 70, 유량 0.80mL/min인 경우가 최적이었다. 분석파장 결정을 위해 분석 파장 230nm와 254nm에서의 화약물질 14종에 대한 검출한계 (detection limit)값과 각 화약물질의 UV/VIS스펙트럼을 비교한 결과 254nm보다 230nm일때가 더 적절하였다. 하지만 NB, 2,4-DNT, 2NT, 4NT및 3NT는 분석파장이 UV254nm일때 더 적절하였다.

• 대한지하수환경학회지
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• 제7권1호
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• pp.15-19
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• 2000

본 연구는 하천유량 수문곡선의 분리를 통한 기저유량 산정에 관한 것이다. 수문곡선을 분리하기 위하여 Institute of Hydrology(1980)에서 제안한 표준방법(Standard Method)을 이용하였다. 이를 위하여 대상유역의 유역특성치와 기저유출관계를 이용하여 모형의 매개변수를 산정하였으며, 그 결과를 토대로 수문곡선을 분리하여 기저유량을 산정 하였다. 기저유량 산정결과 기저 유출율은 20.0%∼39.4%로 나타났으며, 유역면적이 비교적 큰 유역에서는 기저 유출율이 다소 높게 나타났고, 상대적으로 유역면적이 적은 지역에서는 기저 유출율이 적게 나타났다. 그리고 연 강우량과 기저 유출율의 관계를 분석한 결과 연강우량과 기저 유출율의 상관성은 거의 나타나지 않았다.

• 방사성폐기물학회지
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• 제14권3호
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• pp.201-209
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• 2016

후쿠시마 원전사고 이후 광역의 방사성 오염부지가 발생되었으며, 이에 대한 제염작업으로 인하여 다량의 제염폐기물이 발생하였다. 일본에서는 이를 보관하기 위하여 각 지역에 임시저장시설이 운영되고 있으며, 이들 시설들은 피난지시해제가 이루어진 지역의 일반인에 대하여 방사선학적 영향을 미칠 것으로 판단된다. 본 연구에서는 임시저장시설 인근에 거주하는 일반인의 방사선학적 안전성 확보를 위하여 임시저장시설 특성에 따른 거리별 공간 방사선량률 및 선량제한치를 만족하는 임시저장시설로부터의 이격거리를 평가하였다. 이를 위해 임시저장시설의 형태 및 크기, 복토 두께 등을 고려하였으며, MCNPX를 이용하여 방사선량률을 평가하였다. 복토에 의한 차폐효과는 두께가 10 cm일 때 68.9%, 30 cm일 때 96.9%, 50 cm 일 때 99.7%로 나타났다. 임시저장시설 형태에 따른 공간 방사선량률은 지상 보관형일 때 가장 높게 나타났으며, 이어서 반지하 보관형, 지하 보관형일 순으로 나타났다. 임시저장시설 크기에 따른 공간 방사선량률은 $5{\times}5{\times}2m$ 시설을 제외한 시설에 대하여 유사하게 나타났다. 이는 임시저장시설 내 적재된 제염폐기물에 의하여 자기차폐가 이루어지기 때문이다. 최종적으로 크기가 $50{\times}50{\times}2m$이고, 복토가 없는 임시저장시설의 경우, 지상 보관형의 평가된 이격거리는 14 m(최소농도), 33 m(최빈농도), 57 m(최대농도)이며, 반지하 보관형의 이격거리는 9 m(최소농도), 24 m(최빈농도), 45 m(최대농도), 지하보관형의 이격거리는 6 m(최소농도), 16 m(최빈농도), 31 m(최대농도)로 나타났다.

• 한국초전도ㆍ저온공학회논문지
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• 제22권2호
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• pp.1-6
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• 2020

Large-scale civil engineering works discharge a large amount of soil suspension contaminated with natural heavy metals. Most of the heavy metal ions due to industrial activities and minings are accumulated in the soils and the sediments of lakes and inner bays through the rivers. It is necessary to remove heavy metals from the soils and the sediments, because some of these heavy metals, such as arsenic and cadmium, have significant biological effects even in small amounts. This study proposes a new volume reduction method of the contaminated soils and sediments by superconducting magnetic separation. Our process can remove the specific minute minerals selectively, which adsorbs heavy metals depending on pH. As a fundamental study, the adsorption behaviors of arsenic and cadmium on minute minerals as a function of pH were investigated, and the adsorption mechanism was discussed based on the crystal structure and pH dependence of surface potential in each minute minerals.