• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 총회 및 춘계학술발표회
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• pp.213-217
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• 2004

Laboratory scale study for an area of influence and flowing aspect of groundwater saturated zone was conducted for three sediment grains. On the AMG(Average Modal diameter Grains) 0.34, 1.38, 3.89mm diameter samples, the affected area of the aquifer were 15.2, 37.0, 30.0%/m2 each. Air flow for AMG 0.34mm diameter grain size provides indication of pattern of channelized air flow in saturated zone and expansion state in above saturated zone. For AMG of 1.38, 3.89mm diameter grains, air flow are pervasive air flow, forming a symmetrical cone of influence around the injection point. And also AMG 1.38, 3.89mm diameter samples show onset of collapse and approach to steady state in above saturated zone, respectively. In this study, optimal sites for in situ air sparging, may be grain diameters between about AMC 1.5～2.5mm diameter.

• 농업과학연구
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• 제45권2호
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• pp.265-282
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• 2018

The purpose of this research was to produce symmetric (Saturated-Unsaturated-Saturated, SUS) triacylglycerol (TAG) using palm stearin fraction oil (PSFO) and high oleic sunflower oil (HOSO) as substrates to replace cocoa butter. PSFO was blended with HOSO (1 : 2 weight ratio), and $lipozyme^{(R)}$ TLIM (20 weight % of the substrate) was added. Interesterification was carried out in a shaking water bath at $55^{\circ}C$ at 220 rpm for 6 hours. The response surface methodology (RSM) through the central composite face design was employed to observe the optimized SUS-TAG. The independent factors were the reaction temperature ($X_1$: 65, 75 and $85^{\circ}C$), reaction time ($X_2$: 1, 3 and 5 hours) and ratio of TLIM ($X_3$: 10, 15 and 20 weight %). The dependent variables were $Y_1$ = Saturated-Unsaturated-Unsaturated (SUU, area %), $Y_2=SUS$ (area %), $Y_3$ = Saturated-Saturated-Unsaturated (SSU, area %), $Y_4$ = Unsaturated-Unsaturated-Unsaturated (UUU, area %), and $Y_5=sn-2$ unsaturated fatty acid (area %). The optimal conditions from the central composite face design minimized acyl migration while maximizing the presence of unsaturated fatty acid at the sn-2 position (73.43 area %). The optimal conditions were $X_1=65^{\circ}C$, $X_2=1hour$, and $X_3=20weight%$. As a result of the response surface analysis, the lack of fits was found as $Y_1=0.622$, $Y_2=0.438$, $Y_3=0.264$, $Y_4=0.526$, and $Y_5=0.215$, and their $R^2$ were 0.897, 0.944, 0.826, 0.857, and 0.867, respectively.

• 한국조경학회지
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• 제34권4호
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• pp.96-104
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• 2006

Impervious pavement is primary contributor to the malfunctioning of the urban water circulation system. The aim of this research is to provide basic information and data for new pavement materials and paving technology which could enhance the urban water circulation system. For the study purposes, physical properties of soils sampled from 16 stations were analyzed. The sampling spots were paved with grass block porous pavement material. The findings from the analysis are as follows. The hardness of soils under the pavement was $17{\sim}22mm$ for thoroughfare and $6{\sim}32mm$ for parking areas. The bulk density was $1.42{\sim}1.81g/cm^{3}$ for thoroughfare and $1.38{\sim}1.75g/cm^{3}$ for parking area. The solid phase ration was $46.9{\sim}62.5m^{3}/m^{3}$ for thoroughfare and $45.6{\sim}61.3m^{3}/m^{3}$ for parking area. The porosity was $37.5{\sim}53.1m^{3}/m^{3}$ for thoroughfare and $38.7{\sim}54.4m^{3}/m^{3}$ for parking area. The saturated hydraulic conductivity was $8{\sim}164mm/hr$ for thoroughfare and $14{\sim}201mm/hr$ for parking area. The saturated hydraulic conductivity of the H sample area (the area was completed three months ago) and that of the other area were compared. There was up to 80% decreases of the saturated hydraulic conductivity within one year after the completion of pavement. After the first year, decrease in the saturated hydraulic conductivity was modest. Also there are changes in both surface and under soil physical properties of the grass block porous pavement depending on compaction. The extent of change depends on the degree of compaction. All these factors are combined to influence the permeability of the soil under the pavements. The results of this suggest that it is required to develop a new pavement technology which ensures both the durability and porosity of the pavement to improve the water circulation system by applying Ecological Area Rate.

• 고문화
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• 66호
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• pp.87-112
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• 2005

Stain removal on ivory has been, for a long time, considered an undesirable treatment in conservation field because ivory is hygroscopic and anisotropic, having different physical properties in different directions. Cyclododecane, which sublimes at room temperature, has been investigated for its use in conservation field since 1995, as a reversible temporary consolidant, sealing agent or coating, water repellent, and barrier layer. This research aims to remove stains on ivory, temporarily protecting the none-stained area or painted area from methanol, acetone or the aqueous cleaning system using cyclododecane as a hydrophobic sealing agent. This research also aims to obtain information regarding whether cyclododecane can be safely and effectively used on archaeological wet ivory. Melted cyclododecane and saturated solutions of cyclododecane in mineral spirits, and hexanes were applied to ivory samples. Application methods, working properties of cyclododecane on ivory, and effect of cyclododecane coating on moisture content of wet ivory were evaluated. The sealing layer formed by molten cyclododecane or by saturated cyclododecane solution in hexane or saturated cyclododecane solution in mineral spirits did not form a secure contact with the surface of the highly polished ivory. The sealing formed with two different layers, in which saturated cyclododecane solution in hexane was applied initially and then molten cyclododecane was applied over the first layer, was found to securely protect the painted area. When the wet samples were kept in 100% RH environments for a month, active mold growths were observed except in the samples sealed with molten cyclododecane. In conclusion, cyclododecane was an efficient hydrophobic sealing agent to protect painting area while cleaning stains on ivory. It also prevented mold growing on wet ivory and wet bone. Evenness of cyclododecane film on ivory will be determined in UV light. Analytical techniques will include visual observation, polarized light microscopy, Scanning Electron Microscope, and Gas Chromatography.

• 한국농공학회논문집
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• 제51권2호
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• pp.29-34
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• 2009

A series of laboratory model tests and numerical analysis is performed to analyze characteristics of desalination and to predict a period of desalination for subsurface saturated soil in Saemanguem reclaimed area. The results show that quantity of desalination is small as salinity of water is increased. On the contrary, quantity of desalination is increased as salinity of soil is high. In order to decrease the salinity to 10 % of initial salinity of soil at depth of 2 m, it takes 11 years to desalinate the soil 50 m away from drainage ditch. For soil at depth of 1.5 m only 1 year to desalinate the soil near drainage ditch. Also, water head of 80 cm is required to desalinate to 10 % of initial salinity for 60 cm thick soil. Because the following results is based upon the Saemangeum soil, an application of this result for another field will be cautious. More research will be required on this matter.

• 한국응용과학기술학회지
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• 제15권3호
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• pp.91-96
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• 1998

The saturated fatty acids(arachidic acid, stearic acid, and palmitic acid) were repeatedly applied on water surface, and their ${\pi}-A$ isotherms and Maxwell displacement current(MDC) were measured to identify the effect of the number of carbons of fatty acids on the properties of Langmuir films. The saturated fatty which contain higher carbon number showed higher MDC peak, and the less carbon it contains, the higher surface pressure they show. It was found the maximum of MDC peaks was as the molecular area just before the surface pressure increases in compression cycles of saturated fatty acids.

• 상하수도학회지
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• 제18권3호
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• pp.307-311
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• 2004

The objective of this work is to evaluate the hypothesis that a good technique for supplying oxygen to the saturated zone in the presence of light nonaqueous phase liquid (LNAPL) pool contamination at the water table is to pass air through the unsaturated zone above the pool. This hypothesis was evaluated in experimental studies performed using a bench-scale, sand-tank reactor, Steady-state abiotic experiments in the sand-tank reactor with air flowing through the reactor headspace demonstrated that oxygen supply through the water table interface into the saturated zone was enhanced when an LNAPL (dodecane) pool was present at the water table. These experimental results confirmed the hypothesis that an LNAPL pool can serve as a high concentration oxygen source to the oxygen-limited area beneath the pool and, as a result, enhance the in situ biodegradation rate.

• 자원환경지질
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• 제42권6호
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• pp.561-574
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• 2009

본 연구에서는 농업지역에서의 양수, 관개, 탈질작용을 고려한 불포화대 및 포화대 지하수 흐름 및 용질이동 모델인 VSFRT2D(Variably Saturated Flow and Reactive Transport model)를 개발하였다. VSFRT2D는 Richards equation을 지하수 흐름 지배방정식으로 이용하며, Thornthwaite 방법을 이용하여 강수가 일어나지 않을 때 지표면 증발산량 계산 절차를 포함하는 새로운 모델을 개발함으로써 기존의 불포화대 모델을 개선하였다. 또한 Monod kinetics에 기반한 생분해 기작을 네 개의 비선형 오염물 거동식과 세 종류의 미생물 거동식을 이용함으로서 탈질작용을 이 모델에 반영하였다. 개발된 모델을 질산성질소로 오염된 홍성 지역의 현장 관측 자료에 적용하였다. 본 연구에서는 강수, 양수, 증발산, 관개, 비료 투여 및 다양한 생분해 과정들이 지하수 흐름 및 오염물 거동에 미치는 효과들을 확인하기 위하여 각각의 과정을 개별적으로 나누어서 수치 모의한 후 각각의 결과를 상호 비교하였다. 수치 모의 결과 이 지역에서의 질산성 질소 농도 변화는 생분해에 의한 영향은 매우 미미하게 나타났다. 반면에 관개에 의한 양수, 강수, 질소 비료 시비에 의해서는 크게 영향을 받았다.

• 터널과지하공간
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• 제21권5호
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• pp.370-376
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• 2011

광산 배수시스템을 설계하기 위해서는 채굴적이나 갱도 내로 유입되는 지하수량을 평가하는 것이 중요하다. 본 연구에서는 가곡광산 선곡구에 개설된 갱도 주변 암반에서의 지하수 유동을 평가하기 위해서 정상류해석을 실시하였다. 암반의 포화 특성 모델로는 포화모델과 포화/불포화모델을 사용하였다. 길이가 1216 m인 선곡 160갱내로 유입되는 지하수량은 포화모델을 사용한 경우 1450 $m^3$/day, 포화/불포화모델을 적용한 경우 1071 $m^3$/day로 나타났다. 투수계수가 갱도 내 유입량 변화에 미치는 영향이 강수량 보다 큰 것으로 나타났고 투수계수를 증가시키는 경우 유입량도 선형적으로 증가하였다. 또한 투수계비와 투수계수 방향의 변화도 유입량과 지하수위에 영향을 미치는 것으로 평가되었다.

• 지질공학
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• 제18권1호
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• pp.55-68
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• 2008

현재 한국에서는 도로 터널, 철도 터널, 지하 석유저장시설 및 방사성 폐기물 저장시설과 같은 지하구조물들이 많은 곳에서 건설되고 있다. 지하구조물 건설을 위해서는 자연적인 요인(지질, 수리지질, 토양, 식생, 지형 및 수계 인위적인 요인(토지이용, 도시화, 인구, 문화 및 교통)이 고려되어야 한다. 특히, 수리지질은 지하구조물의 안정성과 구조물에 의한 지하수계의 영향을 평가하기 위해서 중요한 요소로서 고려되어야 한다. 본 연구는 부산시 지하철 3호선 건설을 위해서 굴착된 45개 시추공을 이용하여 동래교차로에서부터 서동까지 지역의 천부지층의 순리지질 특성을 규명하고자 하였다. 본 연구지역의 30개 시추공에서는 불포화대와 포화대의 슬러그시험을 실시하였다. 슬러그시험 결과, 불포화대의 구간별 수리전도도 평균값은 포화대의 구간별 수리전도도 평균값 보다 더 높은 것으로 나타났다. 또한, 포화대의 슬러그시험 결과는 포화대의 최상부의 수리지질 특성을 잘 반영하는 것으로 보인다.