• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
• /
• 2016.05a
• /
• pp.450-452
• /
• 2016

The effect of channel doping on L-shaped Tunneling Field-Effect Transistors (TFETs) have been investigated by 2D TCAD simulation. When the source doping is over $10^{20}cm^{-3}$, the subthreshold swing (SS) is abruptly decreased, and when drain doping concentration is below $10^{18}cm^{-3}$, the leakage current in the negative voltage is reduced.

• Journal of the Korea Organic Resources Recycling Association
• /
• v.12 no.3
• /
• pp.134-139
• /
• 2004

A study was made on the synthesis of a carbonate base nitrogen-free deliming agent using a non-phosgene compound applicable to the deliming process, which is one of the biggest sources of pollutant increasing the T-N concentration in the effluent from the leather making processes. And also studied on the possibility of using the agent in the deliming process. Through measurement of T-N, BOD, COD and SS in the effluent after the agent is used, contents of Ca and Cr and TS in the leather after the deliming process were measured, by which deliming efficiency, influences to the physical properties of the chromium tanned leather and reducing effects of T-N, BOD, COD and SS concentrations in the effluent could be confirmed. Thus an eco-friendly study has been conducted.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2011.05a
• /
• pp.381-381
• /
• 2011

본 연구는 고랭지 밭 지역에서 발생하는 강우유출수의 특성을 알아보기 위하여 2009년 7월부터 10월까지 유량과 수질농도를 분석하였다. 모니터링 지점은 소양강 댐 상류 지점인 홍천군 자운지구의 3개 소유역이며, 하천 주변에 농경지가 집중적으로 발달하여 강우시 농경지로부터 발생하는 비점오염의 영향이 클 것으로 판단하였다. 모니터링 결과는 기저유출 부하를 산정하기 위해 N-Day법을 이용하여 직접/기저 유출수로 분리하고, 각 유출수의 오염부하를 산정하여 비교하였다. 기저오염 부하를 산정하기 위해 평시모니터링을 실시하였으며, 3개 소유역에서 조사된 평시 수질항목의 농도는 큰 차이를 보이지는 않았다. 1차와 2차 강우사상에서는 3개의 소유역에서 수질항목의 직접유출 부하가 80% 이상을 차지하는 것으로 나타났다. 또한, 전체 강우사상에서 SS와 TP의 직접 오염부하가 다른 수질항목에 비해 크게 나타났으며, TN의 경우 다른 항목에 비해 기저유출 부하가 큰 것으로 조사되었다. 또한, 100 mm 이상의 강우시에는 대부분의 항목이 직접유출 부하가 더 큰 것으로 조사되었으나, 6차와 7차의 적은 강우시에는 SS와 TP를 제외한 항목에서 기저유출 부하가 큰 것으로 조사되었다. SS는 탁도를 유발시키는 주요 원인이 되며, TN과 TP는 부영양화의 원인이 된다. 또한, 강우시 오염부하는 직접유출 뿐만 아니라 기저유출의 영향도 큰 것으로 나타났으며, 기저유출의 관리가 어렵기 때문에 하천으로 유입되는 직접유출을 우선적으로 관리할 필요가 있다. 따라서 연구 지역과 유사한 지역의 수질 관리를 위해서는 직접유출 형태로 발생하는 SS와 TP를 줄이기 위한 비점오염저감시설 또는 최적관리방법의 도입이 필요한 것으로 판단된다.

• Journal of Korean Society of Environmental Engineers
• /
• v.31 no.10
• /
• pp.865-872
• /
• 2009

Continuous operation of aerobic sludge digestion reactor was attempted for 279 days. Anaerobic digester sludge, the target material of the experiment, was pretreated by sodium hydroxide at $40^{\circ}C$ for 120 minutes, and the pretreated sludge was fed to 5 L CSTR (continuous stirred tank reactor). Reactor performance was affected by properties of input sludge and HRT (hydraulic retention time). 6 days of HRT showed best and stable performance, and under this condition, removal rates of $NH_3$-N, SCOD, TKN, TCOD, SS, and VSS were 97.4%, 81.7%, 68.7%, 61.4%, 50.6%, and 47.0%, respectively. 73.9% of SS in anaerobic digester sludge was reduced by pretreatment and aerobic digestion. Effluent sludge had low soluble COD of 350 mg/L. This implied the sludge was stabilized and suitable for use as liquid fertilizer. Nitrification took place when HRT was higher than 4 days. $NO_3$-N concentration was as high as 658 mg/L while $NH_3$-N was as low as 20 mg/L.

• Korean Journal of Ecology and Environment
• /
• v.43 no.3
• /
• pp.385-399
• /
• 2010

The objective of this study was to analyze long term temporal trends of water chemistry and spatial heterogeneity for 83 sampling sites of Geum-River watershed using water quality dataset during 2003~2007 (obtained from the Ministry of Environment, Korea). The water quality, based on multi-parameters of temperature, dissolved oxygen (DO), biochemical oxygen demand (BOD), chemical oxygen demand (COD), suspended solids (SS), total nitrogen (TN), total phosphorus (TP), and electric conductivity (EC), largely varied depending on the landuse patterns, years and seasons. The watershed was classified into three different landuse types: forest stream (Fo), agricultural stream (Ag), and urban stream (Ur). Largest seasonal variabilities in most parameters occurred during the two months of July to August and these were closely associated with large spate of summer monsoon rain. Conductivity, used as a key indicator for an ionic dilution during rainy season, and nutrients of TN and TP had inverse functions of precipitation. BOD, COD decrease during the rainy season. Minimum values in the conductivity, TN, and TP were observed during the summer monsoon, indicating an ionic and nutrient dilution of river water by the rainwater. In contrast, major inputs of suspended solids (SS) occurred during the period of summer monsoon. The landuse patterns analyses, based on the variables of BOD, COD, TN, TP and SS, showed that the values were greater in the agricultural stream (Ag) than in the forest stream (Fo) and urban stream (Ur) and that water quality was worst in the urban stream (Ur). The overall dataset suggest that efficient water quality management, especially in Gap-Stream and Miho-Stream, which showed worst water quality is required along with some of urban stream (Ur), based on the analysis of landuse patterns.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.14 no.2
• /
• pp.367-378
• /
• 1994

The wastewater treatment characteristics of the fluidized bed filled with sand media and intermediately aerated were studied experimentally, and the obtained results were as follows; 1. The formations of biofilm on the media were greatly affected by the recirculation velocities. 2. Under the experimental condition that BOD loading rate was $4.2kg-BOD_5/m^3{\cdot}d$, the optimum media concentration was $261kg/m^3$ and the optimum recirculation velocity 1.35 cm/sec. 3. For the effluent quality of 20 mg-BOD/l and 20 mg-SS/l, the maximum allowable loading rate was about $8kg-BOD_5/m^3{\cdot}d$. 4. The dry density of biofilm was about 5.6% regardless of the filled media quantities and recirculation velocities. 5. Under the experimental conditions, the effluent solids concentration was below 20 mg/l, and the elimination of final clarifier can be expected.

• Journal of the Korean Institute of Gas
• /
• v.5 no.4 s.16
• /
• pp.33-39
• /
• 2001

This paper was studied on corrosion behavior of absorption refrigeration systems using $LiBr-H_2O$ working fluids. In the various concentration of lithium bromide solution, polarization test of SS 400, Cu(C1220T-OL) and Al-Ni bronze is carried out. And the corrosion behavior of materials forming absorption refrigeration systems is investigated. The main results are as following: 1) As concentration of lithium bromide solution increases, polarization resistance of materials of each kinds is low. And open circuit potential becomes less noble, the corrosion current density is high drained 2) Open circuit potential of SS 400 is less noble than that of Cu and Al-Ni bronze, corrosion current density of SS5 400 is high drained than that of Cu and Al-Ni bronze. 3) Anodic polarization of Cu and Al-Ni bronze in $62\%$ LiBr solution continues the active state. that of Cu and Al-Ni bronze in the natural sea water maintains the active state and the critical current for passivation appears.

• Journal of the Korean Chemical Society
• /
• v.42 no.6
• /
• pp.672-678
• /
• 1998

Chitin was extracted from crab shell of Portuns triberculatus and deacethylated to yield chitosan with various molecular weights. The absorption and the fluorescence spectra of Rhodamine 6G(Rh 6G)-sodium dodecyl sulfate(SDS) and Rh 6G-chitosan systems were obtained. From the spectra, we observed that the absorption and the fluorescence intensity of Rh 6G-SDS system decreased when S/D(the concentration of SDS to that of Rh 6G ratio) was below or at 32, while they increased when S/D was above 32. From the suspended solid(SS) removal rate and the transmittance of Rh 6G-SDS-chitosan system, we found that when S/D ratio was 32 its flocculating behaviour was much stronger than Rh 6G-SDS system. As the concentration and the molecular weight of chitosan increased, we also found that S/D range was extended from 32 to 100. With increasing the molecular weight of chitosan, the SS removal rate increased around pH 2~9 but decreased remarkably at pH>12.

• International Journal of Highway Engineering
• /
• v.9 no.3
• /
• pp.75-82
• /
• 2007

Washed wastewater generated from the intermittent cleaning process of the three tunnel sites located in the Seoul area showed high concentrations of SS, $COD_{Cr}$, T-N, $NH_3-N$, $NO_3-N$, Zn, Cu, Cr(+6), Mn, Mg, Phenol, $CN^-$ and E-Coli based on the water quality analysis. These characteristics of the deteriorative wastewater depend on the sampling method, cleaning frequency, released amount of washing water, inner material of tunnel wall, traffic volume, and type of drainage systems. Gravitational separation experiment of SS with collected tunnel wastewater showed considerable removal of pollutants such as 80% of $COD_{Cr}$, 30% of T-N and 90% of T-P simultaneously. GAC isotherm test was conducted to remove dissolved portion of the pollutants, and resulted in high removal efficiencies above 80% of $COD_{Cr}$, T-N, Zn, Cu, Mn, Phenol, CN in the experimental condition of GAC dosage of $50g/1/{\ell}$.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2012.05a
• /
• pp.494-494
• /
• 2012

비점오염이란 도시, 도로, 농지, 산지, 공사장 등 불특정 장소에서 발생되는 오염을 말하며 건기 시에는 오염물질이 토지에 축적되었다가 강우 발생 시 강우와 함께 유출되어 관리에 많은 어려움이 있다. 유출된 오염물질은 특별한 전처리 없이 하천이나 호소로 유입되어 각종 수질오염, 부영양화 및 생활환경에 많은 영향을 받게 되며 상수원수에 문제가 발생하게 된다. 비점오염원의 특징은 초기강우 유출수는 고농도이며 토사, 협잡물 등이 많이 포함되어 있다. 초기강우 발생형태는 수로의 형태, 노면상태 유역현상 및 강우도달시간 등 유역의 특성에 따라서 달라지며, 토지이용상황, 하수도 정비여부 등에 따라서 오염물질의 종류와 농도가 변한다. 도시지역과 도로주변에는 먼지, 쓰레기, 마모된 타이어 등이 축적되며, 임야 및 산림에서는 비료, 축분, 대기오염물질의 강하물 등이 축적이 되어 강우 시 빗물에 씻겨 인근 수계로 직접 방류된다. 팔당상수원 비점오염원 최적관리사업 기본계획 및 타당성조사사업이 실시되어 비점오염저감시설의 설치대상 대표지점이 선정되었다. 그리고 각 배수구역의 특성에 맞는 최적관리기술이 제시되었다. 하지만 몇몇 시설들은 기대한 결과에 못 미치는 성과를 내고 있다. 따라서 이번 연구에서는 이러한 비점오염저감시설의 시설형 중 하나인 와류형 비점오염저감시설의 운용에 따른 효율성 분석에 관한 연구를 실시하였다. 실험장치는 현재 운영되고 있는 와류형 비점오염저감시설 참고하여 실험장 조건에 맞춰 1/4축적의 정상모형을 제작하였고 저감시설로 유입되는 원수의 유량과 단차를 변화시켜 실험하였다. 저감시설의 유입조건이 변하게 되면 시설 내 유속, 체류시간 등 운전조건이 바뀌게 되므로 제거효율도 변하게 될 것이다. 저감효율산정은 시설로 유입된 유입수와 유출수의 SS농도를 이용하여 산정하였다. 와류형저감시설의 SS제거효율을 연구한 결과, 모형에서 유량 $0.0016m^3/s$, 단차 10cm 인 조건에서 8.7%로 가장 높은 효율이 측정되었다. 이를 원형에서의 조건으로 환산하면 유량 $0.0512m^3/s$, 고수조와 저감시설의 단차 40cm일 경우 가장 높은 효율이 나타난다. 이와 같은 이유는 시설에 유입되는 유량이 증가 할수록 내부의 유속이 증가해 저감시설 내 처리수의 체류시간 감소와 교란이 발생하여 저감효율이 떨어지는 것으로 사료된다.