• 한국지하수토양환경학회지:지하수토양환경
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• 제29권3호
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• pp.1-13
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• 2024

This study investigated the hydrogeochemical and microbiological characteristics of freshwater on Ulleung Island, a volcanic island in the Ulleung Basin on the East Coast of Korea. The shallow groundwater (CSW, NRGW) and the surface water (SISW) samples are classified as Na-HCO₃ type, reflecting an alkaline rock type and an oxidizing environment due to the influence of a highly permeable pyroclastic rock layer. In contrast, the deep groundwater sample (DMW) is classified as Ca-HCO₃ type, suggesting the influence of deep-sourced carbon dioxide and reducing conditions. Microbial communities in the water samples are generally dominated by Proteobacteria, with the relative abundance of major genera varying depending on water quality and environmental conditions. Network analysis reveals the ecological characteristics of microbial communities adapted to specific environments. The presence of pathogenic genera in the shallow groundwater suggests potential groundwater contamination, necessitating appropriate management to ensure its use as drinking water or domestic water. The findings of this study provide valuable insights into the ecological characteristics of Ulleung Island's groundwater resources and can inform future groundwater management strategies.

• 지질공학
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• 제26권1호
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• pp.143-152
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• 2016

토석류 지반의 안정성은 일반적으로 표토층의 중량, 점착력, 사면의 각도 그리고 내부 마찰각 등의 물성치를 통해서 예측된다. 그 중 표토층의 중량은 표토층 깊이와 단위중량으로 추정할 수 있으며, 이때 광범위한 지역에서 표토층 깊이를 예측하는 것이 선행적으로 필요하다. 본 연구에서는 탄성파 탐사를 통해 표토층 깊이를 추정하고자 하였으며, 표토층 깊이를 예측할 수 있는 속도 범위 결정방법도 함께 제시하고자 하였다. 대상지역은 세종시 인근의 토석류 발생지역으로 전체적인 표토층 깊이를 예측하기 위하여 총 4개의 측선에서 속도 분포를 관찰하였다. 또한 토석류 위험 지역에서의 표토층 깊이를 알기 위하여 동적 콘관입(dynamic cone penetration) 시험도 함께 실시하였으며, 총 18개의 원위치 시험을 수행하였다. 탄성파 탐사 결과 대상지역은 총 3~4개의 지층으로 구성되어 있으며, 기존의 속도값을 통해 표피심도를 예측하였다. 기존 속도 기준 값으로 예측된 결과는 DCP 결과와 큰 차이를 보였으며, 차이를 감소시키고 신뢰성을 높이기 위해 새로운 속도 기준값을 제시하였다. 이와 같은 결과는 표피심도를 예측하기 위하여 기존 기준 값을 현장 조건에 맞게 조절해야 함을 암시하며, 추가적인 실험으로 더욱 정밀한 기준값을 제시할 수 있을 것으로 사료된다.

• 생물환경조절학회지
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• 제15권2호
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• pp.156-161
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• 2006

토마토 초장의 경우 심층수처리는 대조구에 비해 두상관수는 50%, 저면관수는 58% 감소하였고, 표층수 처리구에서는 두상관수는 49%, 저면관수는 56% 감소하였으며, NaCl 처리구에서는 두상관수는 47%, 저면관수는 57%감소하여 저면관수 처리방법이 도장억제에 더 효과적이었다. 지상부 생체중의 경우 두상관수보다 저면관수에서 더 감소하는 경향을 보였으나 뚜렷한 차이가 나타나지 않았다. 지하부 생체중 대조구에 비하여 두상관수는 38%정도 감소한 반면 저면관수는 49% 정도 감소하여, 저면관수에 의해 생육이 현저히 억제되는 결과를 보였다. 지상부와 지하부의 건물중은 생체중과 비슷한 경향을 나타냈다. 이와 같은 결과는 염에 의한 뿌리생육의 저하 때문인 것으로 판단된다. 경경은 대조구에 비해 감소하였지만 처리 방법 간에 뚜렷한 차이를 보이지는 않았다. T/R률에 비추어 보면 두상관수 처리에서 묘소질이 더 뛰어났으나, 묘의 충실도(compactness)는 처리구간 차이는 나타나지 않았다. 토마토의 경우 초장의 억제정도나 묘의 충실도에 비춰보아 저면관수 방법이 도장억제에 더 효과적이라 사료된다. 오이의 경우 처리 농도의 증가에 따라 초장, 생체중, 건물중, 경경, 엽면적이 감소하였다. 저면관수가 두상관수에 비해 도장억제 효과와, 생육억제가 좀 더 뚜렷이 나타나기는 하였으나 두 처리간의 유의적 차이는 나타나지 않았다.

• Nuclear Engineering and Technology
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• 제52권6호
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• pp.1259-1265
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• 2020

A beta ray scanner was proposed for in-situ discrimination of beta and gamma ray radioactivity. This scanner is based on the principle that gamma and beta rays experience different changes in detection efficiency in scintillators with different geometries, especially with regard to the scintillator thickness. The ratios of the counting rates of gamma rays (R_gamma), beta rays (R_beta), and sample measurements (R_total) in a thick scintillator to those in a thin one are reported. The parameter X_thick, which represents the counting rate contributed by beta rays to the total counting rate in the thick scintillator, was derived as a function of those ratios. The values of R_gamma and R_beta for ⁶⁰Co and ⁹⁰Sr sources were estimated as 3.2 ± 0.057 and 0.99 ± 0.0049, respectively. The estimated beta ray contributions had relative standard deviations of 2.05-4.96%. The estimated range of the beta rays emitted from ⁹⁰Sr was 19 mm as per the Monte Carlo N-Particle simulation, and this value was experimentally verified. Homogeneous and surface contaminations of ⁶⁰Co and ⁹⁰Sr-⁹⁰Y were simulated for application of the proposed method. The counting rate contributed by the beta rays was derived and found to be proportional to the concentration of ⁹⁰Sr-⁹⁰Y contamination.

• 대한공간정보학회지
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• 제17권2호
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• pp.71-79
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• 2009

본 연구에서는 격자강우량과 격자기반의 GIS수문 매개변수와 연계하여 홍수기 유출량의 시공간적 분포를 파악할 수 있도록 물리적인 운동파 이론에 근거한 분포형 강우-유출모형인 K-DRUM을 자체 개발하였다. 이 모형은 홍수 기동안의 지표흐름과 지표하 흐름의 시간적 변화와 공간적 분포를 모의할 수 있으며, 전처리과정으로서 ArcView 를 이용하여 모형에 필요한 ASCII형태의 입력 매개변수 자료들을 가공하였다. 또한 후처리과정으로서 모형의 수행결과인 유역내의 유출량 분포 등을 GIS상에서 나타낼 수 있도록 ASCII형태로 출력하도록 구성하였으며 TecPlot 을 이용하여 유출량을 에니메이션으로 표현하였다. 또한, 유출량에 가장 큰 영향을 미치는 초기토양함수 상태에 대한 자동보정기법을 추가 개발하였으며, 남강댐유역을 대상으로 기저유출해석을 수행하여 개발된 자동보정기법의 활용가능성을 검토하였다. K-DRUM모형의 초기토양함수조건을 설정하는데 있어서 자동보정기법을 적용함으로써 기존의 시행착오법으로 인해 소요되는 시간과 부정확한 설정으로 발생될 수 있는 문제점을 해결할 수 있었다.

• 한국대기환경학회지
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• 제17권2호
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• pp.203-212
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• 2001

During the growing season from June to August, 2000, the soil NO and $N_2$O fluxes were measured to elucidate characteristics of soil nitrogen emissions from different types of intensively managed agricultural soils at outskirts of Kunsan City, located in the western inland of Korea, Flux measurements were made using a closed chamber technique at two different agricultural fields; one was made from upland field, and the other from rice paddy field. The flux data from upland field were collected for both the green onion and soybean field. Concentrations of NO and $N_2$O inside a flux chamber ar 15 minute sampling interval were measured to determine their soil emissions. Either polyethylene syringes of teflon air bags were used for gas samples of $N_2$O and NO. The analysis of NO and $N_2$O was made using a chemiluminesence NO analyzer and GC-ECD, respectively no later than few hours after sample collection at laboratory. The gas fluxes were varied more than one standard deviation around their means. Relatively high soil gas emissions occurred in the aftermoon for both NO and $N_2$O. A sub-peak for $N_2$O emission was observed in the morning period, but not in the case of NO. NO emissions from rice paddy field were much less than those from upland site. It seems that water layer over the rice paddy field prevents gases from escaping from the soil surface covered with were during the irrigation and acts as a sink of these gases. The NO fluxes resulted from these field experiments were compared to those from grass soil and they were found to be much higher. Diurnal and daily variations of NO and $N_2$O emission were discussed and correlated with the effects of nitrogen fertilizer application on the increase of the level of soil nitrogen availability.

• 인간식물환경학회지
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• 제23권6호
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• pp.625-636
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• 2020

Background and objects: Soil contamination caused by CaCl₂ that is used to deice slippery roads in winter is now recognized as one of the major causes of damage of roadside plants. The aim of this study is to identify the salt mitigation effects of planting Chrysanthemum zawadskii and using a soil conditioner. Methods: The study was conducted at the site where Pinus densiflora f. multicaulis was planted on the roadside between Konkuk University Sageori and Danwol Samgeori located in Chungju-si. We classified the soils collected from the field experimental site according to the degree of the damage caused by deicing agents and divided the site into six blocks of three 80 × 80 cm plots replicated by treatment type. Three selected plots were treated with loess-balls on the soil surface (high salinity with loess-balls, medium salinity with loess-balls, low salinity with loess-balls) and three were left as an untreated control (H = high salinity, M = medium salinity, L = low salinity). The soil properties were measured including pH, EC and exchangeable cations as well as the growth of Chrysanthemum zawadskiia. Results: In the results of soil analysis, pH before planting Chrysanthemum zawadskiia was 6.39-6.74 and in September, five months after planting, the acidity was reduced to 5.43-5.89. Electrical conductivity (EC) was measured to be H > M > L with the higher degree of damage by deicing agents. The analysis of deicing exchangeable cations showed that the content of Ca²⁺ of soils were significantly correlated to deicing exchangeable cations (Ca²⁺, Na⁺, Mg²⁺) in the shoot part of Chrysanthemum zawadskii. The loess-ball treatment showed a lower content of deicing exchangeable cations than the treatment where Chrysanthemum zawadskiia was planted. Conclusion: In this study, the use of a new system made of loess-balls is proposed as a soil conditioner to protect soils from the adverse effects of road deicing salts. These data suggest that treatment of soil conditioners and planting Chrysanthemum zawadskiia are effective in mitigation of salt stress on the soils damaged by deicing agents.

• 한국지하수토양환경학회지:지하수토양환경
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• 제22권6호
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• pp.66-73
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• 2017

Empirical erosion models like Universal Soil Loss Equation (USLE) models have been widely used to make spatially distributed soil erosion vulnerability maps. Even if the models detect vulnerable sites relatively well utilizing big data related to climate, geography, geology, land use, etc within study domains, they do not adequately describe the physical process of soil erosion on the ground surface caused by rainfall or overland flow. In other words, such models are still powerful tools to distinguish the erosion-prone areas at large scale, but physics-based models are necessary to better analyze soil erosion and deposition as well as the eroded particle transport. In this study a physics-based soil erosion modeling system was developed to produce both runoff and sediment yield time series at watershed scale and reflect them in the erosion and deposition maps. The developed modeling system consists of 3 sub-systems: rainfall pre-processor, geography pre-processor, and main modeling processor. For modeling system validation, we applied the system for various erosion cases, in particular, rainfall-runoff-sediment yield simulation and estimation of probable maximum sediment (PMS) correlated with probable maximum rainfall (PMP). The system provided acceptable performances of both applications.

• 한국초지조사료학회지
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• 제30권4호
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• pp.309-316
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• 2010

본 연구는 사료작물 재배지에 가축분뇨를 시용한 사료작물 재배지에서 초지식생대를 설치에 따른 $PO_4$-P와 토양 유실 저감 효과를 구명하기 위하여 수행되었다. 본 시험은 국립축산과학원 초지사료과 시험포장(천안)에서 경사가 약 10%에서 ${\pm}3%$인 자연 경사지를 이용하여 2007년부터 2009년까지 3년간 수행하였다. 가축분뇨 시용은 화학비료, 우분퇴비 및 돈분퇴비를 시용하였으며, 초지식생대의 길이는 5 m, 10 m 및 15 m의 길이로 설치하였다. 초지식생대 길이에 따른 유거수 중의 $PO_4$-P의 농도는 초지식생대의 길이가 길어질수록 줄어드는 경향을 보였다. 유거수 중의 평균 $PO_4$-P 농도는 초지식생대 0 m인 지점에 비해 초지식생대의 길이가 10 m 및 15 m 일 경우 $PO_4$-P의 농도가 유의적으로 감소하였으나(p<0.05), 초지식생대의 길이 10 m와 15 m 사이의 유실량의 유의적인 감소는 일어나지 않았다. 가축분뇨 시용에 따른 2008~2009년 평균 $PO_4$-P 농도는 화학비료 > 우분퇴비 > 돈분퇴비 순으로 높은 경향을 보였으나, 통계적인 유의성은 나타나지 않았다. 초지식생대 설치에 따른 2년 평균 토양 유실량은 길이가 5 m, 10 m, 15 m로 길어질수록 감소하였으며, 5 m 및 10 m에 비해 15m 지점에서 유의적인 토양 유실량 감소를 가져왔다(p < 0.05). 따라서 경사지에서 초지식생대의 설치는 가축분뇨를 시용한 사료작물 재배 시 강우로 유실되는 $PO_4$-P와 토양의 유실을 줄일 수 있을 것으로 사료된다.

• Coupled systems mechanics
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• 제7권4호
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• pp.455-483
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• 2018

The study deals with physical modeling of a typical three storeyed building frame supported by a pile group of four piles ($2{\times}2$) embedded in cohesive soil mass using three dimensional finite element analysis. For the purpose of modeling, the elements such as beams, slabs and columns, of the superstructure frame; and that of the pile foundation such as pile and pile cap are descretized using twenty noded isoparametric continuum elements. The interface between the pile and the soil is idealized using sixteen node isoparametric surface element. The soil elements are modeled using eight nodes, nine nodes and twelve node continuum elements. The present study considers the linear elastic behaviour of the elements of superstructure and substructure (i.e., foundation). The soil is assumed to behave non-linear. The parametric study is carried out for studying the effect of soil- structure interaction on response of the frame on the premise of sub-structure approach. The frame is analyzed initially without considering the effect of the foundation (non-interaction analysis) and then, the pile foundation is evaluated independently to obtain the equivalent stiffness; and these values are used in the interaction analysis. The spacing between the piles in a group is varied to evaluate its effect on the interactive behaviour of frame in the context of two embedment depth ratios. The response of the frame included the horizontal displacement at the level of each storey, shear force in beams, axial force in columns along with the bending moments in beams and columns. The effect of the soil- structure interaction is observed to be significant for the configuration of the pile groups and in the context of non-linear behaviour of soil.