• 한국지반환경공학회 논문집
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• 제7권1호
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• pp.29-39
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• 2006

최근 우리나라는 산업화와 현대화 및 인구의 증가와 더불어 과학기술의 발전은 주목할만한 수준에 이르렀다. 특히 과학기술에 의한 급속한 성장으로 인해 부가적으로 쓰레기 매립지의 설치에 대한 부담을 가중시키고 있다. 본 연구는 동결/융해하는 동안 매립층의 거동에 대한 기본적인 지식을 제공하고 문제점을 명백히 규명하는데 있다. 본 연구를 위하여 현장의 매립지와 유사한 기후조건 및 경계조건, 강우조건 등을 재현하는 대형 실내모형장비를 사용하였다. 점토와 시멘트, 무기물 광물을 혼합하여 제작된 고화처리층은 지지력을 목적으로 하는 45cm의 고화토층과 차수를 목적으로 하는 30cm의 불투수층의 $P_A$와 $P_B$층으로 구성되었으며 고화처리층 하부에는 30cm의 지하수 배제층, 상부에는 60cm의 침출수 집배수층으로 설계하였다.

• 대한기계학회논문집
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• 제19권7호
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• pp.1731-1740
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• 1995

Experimental investigations have been made to study the double-diffusive nature of convection of an initially stratified salt-water solution due to heating from below in a rotating cylindrical cavity. The objective is to examine the flow phenomena and the heat transfer characteristics according to the changes in temperature gradient, concentration gradient and rotating velocity of cavity. Thermal and solutal boundary conditions at side wall are adiabatic and impermeable, respectively. The top and bottom plate are maintained each at constant temperature and concentration. The cavity is put into a state of solid body rotation. Like the stationary case, the types of initially-formed flow pattern are classified into three regimes depending on the effective Rayleigh number and Taylor number; stagnant flow regime, single mixed-layer flow regime and successively formed multi-mixed layer flow regime. At the same effective Rayleigh number, the number of initially-formed mixed layer and its growth rate decrease as the effect of rotation increases. The temperature and concentration profiles are both uniform in each layer due to convective mixing in the layered-flow regime, but look both liner in stagnant flow regime and single mixed-layer flow regime. At the interface between adjacent layers, the temperature changes smoothly but the concentration changes rapidly.

• 한국지반공학회논문집
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• 제20권2호
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• pp.75-85
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• 2004

폐기물 매립장의 침출수를 차수하기 위한 목적으로 다양한 토목섬유들이 폭 넓게 사용되어지고 있다. 이런 토목섬유 사이의 접촉 전단강도는 매립장 바닥차수 시스템 및 종료 매립장 커버 시스템 설계 시 구조물의 안전에 중요한 영향을 주는 설계정수임이 틀림이 없다. 본 연구에서는 폐기물 매립장 설계 시 중요한 설계정수인 토목섬유(지오멤브레인과 지오텍스타일 또는 토목섬유 점토 차수재) 사이의 접촉 전단강도를 산정하기 위하여 대형 직접전단 시험을 수행하였다. 특히, 대부분의 토목섬유가 강우, 침출수 및 지하수에 쉽게 영향을 받기 때문에 토목섬유의 접촉 전단강도에 대한 함수비의 영향을 고려한 연구를 수행하였다.

• 한국지반공학회지:지반
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• 제13권4호
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• pp.75-84
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• 1997

본 논문은 해안 매립장의 해성점토와 그 기반 풍화토가 갖는 침출수 중의 무기물, 중금속 및 유기물에 대한 오염물 이동성 저감능력을 실내 주상실험에 의하여 조사하였다. 그 결과 무기물 인 칼릅의 경우 해성점토층의 흡착능이 하부 풍화토에 비하여 큰 것으로 나타났으며 중금속인 납과 카드윰의 경우는 매립장 실제 배출 농도보다 큰 농도에서도 완전 흡착되는 것으로 나타났다. 유기성 폐기물에 대한 실험결과 그 흡착능이 무기물이나 중금속에 비하여는 떨어지나 침출수내의 난분해성 유기물질을 기반 점토 및 풍화토가 저감시킬 수 있는 것으로 나타났다.

• 대한조선학회지
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• 제10권2호
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• pp.19-28
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• 1973

This paper deals with a problem for determining the bulbous bow ship from which pertains to the study of the theoretical ship form planing method. In this paper has been determined the bulbous bow ship form which is a similar in geometric particulars with the conventional liner ship G.T.10, 000 by adopting the variable method for finding the optimum ship form by A.Y.C. Lee and the streamline tracing method by T. Inui and P.C. Pien. Each resistance performance is examined by the towing test and is compared with one another. The followings are the outcome of this study: Among the 5 type models, the bulbous bow ship form M.S. B 1120 is the most excellent for the resistance performance. The effect for the wave resistance is very sharp according to the difference of the bottom flattening of theoretical ship form. The optimum value of the bulbous bow for wave resistance can be obtained by the variable method mentioned above, and for the series of(Main hull+Bulb)opt., ${\alpha}=75/25$, the value is $f{\approx}0.11$.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.321-328
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• 2002

Various geosynthetics used as liners or the Protection layers are installed in the solid waste landfill. The interface shear strength between geosynthetics installed at the slope of the landfill is a very important variable for the safe design of bottom and cover systems in the solid waste landfill. The interface shear strengths between (1) Geomembrane(GM)/Geotexile(GT) and (2) Geomembrane(GM)/Geosynthetic Clay Liner(GCL) were estimated by a large direct shear test in this study and were evaluated by the Mohr-Coulomb failure criterion. Especially, this research is focused on the effect of water which exists between geosynthetics because interfaces become easily wet or hydrated by rain, leachate and groundwater beneath liners. The strength reduction at large displacement and the effects of the magnitude of normal stresses and GCL hydration methods also investigated. The test results showed that the interface shear strength and shear behavior varied depending upon the magnitude of normal stresses, water at the interface, and hydration methods. Summary of secant friction angles, which could be used as reference values at a site where similar geosynthetics are installed, together with normal stress and hydration condition are presented.

• 한국항만경제학회지
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• 제34권3호
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• pp.113-132
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• 2018

목포항은 2018년 현재 개항 131주년이 되었으며 목포항의 신항만 개발 등의 조치를 취하였으나 목포항에 대한 해운항만물류 정책 미비 및 정부투자 미비로 항만으로서의 기능이 매우 약해져 있으며 이로 인해 항만물류가 활성화 되지 않고 있는 실정이다. 또한 목포항에 대한 연구 또한 2008년 이후 거의 이루어지지 않고 있는 실정이며 연구 내용 또한 선언적인 연구에서 벗어나지 못하고 있다. 한편, 항만 경쟁력에 대한 연구는 항만 경쟁력 결정요인을 분석하는 방법이 주를 이루고 있다. 따라서 본 연구에서는 목포항에 대한 연구를 확대하고 기존의 연구 방법에서 벗어나 목포항의 운항적인 측면을 고려한 비경쟁 요인에 대한 분석을 실시하고 개선방안을 제시하고자 하였다. 이를 위해 먼저 AHP 분석 기법을 통하여 비경쟁 요인의 중요도를 평가하고 FSM 분석 기법을 통하여 비경쟁 요인들 간의 영향도를 분석하였다. AHP 분석 결과는 목포항 주변 산업단지 비활성화, 정기항로 노선수, 도선/도선선료 등이 중요한 비경쟁 요인으로 평가되었으며 FSM 분석 결과, 목포항의 비경쟁력 요인이 최상층 레벨집합의 요인으로 파악되었으며 정기항로 노선수, 도선/도선선료, 선박 입출항 비용, 내륙 운송 비용, 항만시설 이용료, 하역비용으로 나타났다. 타 요인에 가장 많은 영향을 미치는 최하층 레벨집합의 항목은 목포항 주변 산업단지 활성화, 배후지역과 연결성, 입출항 항로의 길이/소요시간, 글로벌 대형 항만과의 접근성, 각종 인센티브, 이송/보관 비용으로 분석되었다. 이와 같이 분석한 결과를 근거로 하여 목포항 비경쟁 요인에 대한 개선방안을 제시하였다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2013년도 제44회 동계 정기학술대회 초록집
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• pp.311-311
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• 2013

The resistance switching memory devices have several advantages to take breakthrough for the limitation of operation speed, retention, and device scale. Especially, the metal-oxide materials such as ZnO are able to fabricate on the flexible and visible transparent plastic substrate. Also, the quantum dots (QDs) embedded in dielectric layer could be improve the ratio between the low and the high resistance becauseof their Coulomb blockade, carrier trap and induced filament path formation. In this study, we irradiated 0.2-MeV-electron beam on the ZnO/QDs/ZnO structure to control the defect and oxygen vacancy of ZnO layer. The metal-oxide QDs embedded in ZnO layer on Pt/glass substrate were fabricated for a memory device and evaluated electrical properties after 0.2-MeV-electron beam irradiations. To formation bottom electrode, the Pt layer (200 nm) was deposited on the glass substrate by direct current sputter. The ZnO layer (100 nm) was deposited by ultra-high vacuum radio frequency sputter at base pressure $1{\times}10^{-10}$ Torr. And then, the metal-oxide QDs on the ZnO layer were created by thermal annealing. Finally, the ZnO layer (100 nm) also was deposited by ultra-high vacuum sputter. Before the formation top electrode, 0.2 MeV liner accelerated electron beams with flux of $1{\times}10^{13}$ and $10^{14}$ electrons/$cm^2$ were irradiated. We will discuss the electrical properties and the physical relationships among the irradiation condition, the dislocation density and mechanism of resistive switching in the hybrid memory device.

• 아시안잔디학회지
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• 제18권2호
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• pp.77-95
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• 2004

This study was conducted to find out definition, specification and characteristics of water-proof method for pond at golf courses that located in the mountain in Korea. Water-proof method of pond was selected by location, kind of soil, area, depth, cost, construction period and so on. 1. Soil Bentonite Sealing Liner(SBL) is to mix soil with a good quality bentonite. Then the mixed material was dressed on the bottom of pond. $\\$Merit of SBL is to purify the water and planting is possible. It can also reduce construction period and is economical. It's easy to find out the leak points. Demerit of SBL is expensive, if good quality soil is not in constructing site. Shape of pond edge is simple. 2. Ethylen Propylene Diene Monomer Sheef(EPDM-Sheet) makes use of sheet that resists to acid and alkaline. EPDM-Sheet spreads out as a mat on the pond for water-proof. Merit of EPDM-Sheet is to perfectly prove water and make a diverse shape of pond edge. Demerit of EPDM-Sheet is not friendly to environment. It needs drain system, air ventilation and long period of construction. It is also difficult to find out leaking points in this method. 3. Water proof of ESS-13 uses ESS-13 that is resin of vegetable matter and friendly to environment. To prove water of pond, ESS-13 is delicate with water in the pond. After that, Ess-13 in the water is expanded at pore space in the soil and cover with soil. ESS-13 can be to prove a leaking pond in golf course under business. ESS-13 is cheap and it needs short construction period. It does not need to switch the old water-proof system, additionally. It needs to move fishes to other place before utilizing ESS-13.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2006년도 총회 및 춘계학술발표회
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• pp.398-401
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• 2006

Two landfills of this study containing municipal wastes without any bottom liner and leachate treatment system have different landfill age, waste volume and most importantly different hydrogeologic settings. The one (Cheonan) is situated in an open flat area while the other (Wonju) is located in a valley. In the interior of the landfills, typical anaerobic conditions revealed by low DO and ${NO_3}^-$ concentrations, negative ORP values, high $NH_3$, alkalinity and $Cl^-$ concentrations were observed. Generally higher levels of contaminants were detected in the dry season while those were greatly lowered in the wet season. Significantly large decrease of Cl concentration in the wet season indicates that the dilution or mixing is one of dominant attenuation mechanisms of leachate. But detailed variation behaviors in the two landfills are largely different and they were most dependent on permeability of surface and subsurface layers. The intermediately permeable surface of 1.he landfills receives part of direct rainfall infiltration but most rainwater is lost to fast runoff. The practically impermeable surface of clayey silt (paddy field) at immediately adjacent to the Cheonan landfill boundary prevented direct rainwater infiltration and hence redox condition of the groundwaters were largely affected by that of the upper landfill and the less permeable materials beneath the paddy fields prohibited dispersion of the landfill leachate into downgradient area. In the Wonju landfill, there exist three different permeability divisions, the landfill region, the sandy open field and the paddy field. Roles of the landfill and paddy regions are very similar to those at the Cheonan. The very permeable sandy field receiving a large amount of rainwater infiltration plays a key role in controlling redox condition of the downgradient area and contaminant migration.