• 상하수도학회지
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• 제14권3호
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• pp.260-270
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• 2000

The objective of this study is to evaluate the effect of filter aids in the dual-media rapid filtration. Paper-filter tests were conducted to determine the proper dosages of coagulant and filter aid, and pilot plant tests using two dual-media filter columns were performed for a variety of filtration rates. Using a filter aid (non-ionic polymer), the maximum feasible filtration rate is 480m/day, while turbidity is less than 0.3 NTU and filter run-time is about 70 hours. It is possible to increase the filtration rate up to 360 m/day for keeping the turbidity less than 0.1 NTU. Turbidity increases for the filtration rate greater than 360m/day. In general, the quality of filtered water with a filter aid is stable, while the filter maintains a sufficient filter run-time for a maximum allowable head loss. Particularly, the initial breakthrough can be effectively controlled. The use of a filter aid may be one of the methods applicable if the turbidity of filtered water is required to be improved or if the filter breakthrough limits filter run-time.

• 한국물환경학회지
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• 제22권2호
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• pp.238-243
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• 2006

In order to improve the water quality of stream water, the facilities equipped with rope media filter have been examined as a part of national projects. This work may provide design and operating parameters from 2 years monitoring for 2 streams. Depending on the characteristics of streams, the flow rate into the facilities were shown different, where K stream was almost the same and D stream was less than 25% of design flow rate. Although the clogging of filter media was not observed during the operation, the removal of accumulated sludges was required for the stable operation. The removal efficiencies of BOD, SS, T-N and T-P for D stream were 60.5%, 80.1%, 25.2% and 36.2%, respectively. The most important factor for the construction of stream water purification facilities was recommended for the selection of proper sites.

• 한국산학기술학회:학술대회논문집
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• 한국산학기술학회 2004년도 추계학술대회
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• pp.272-273
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• 2004

Filter media are one of themost important choices when bilfiltration is applied. Filter media provide adsorbing microbes with available sites for residence and the residential cells grow to degrade or decompose target waste gases. Up to date, filter media were only qualitatively analyzed. As a quantitative approach to filter material for biofiltration, a simple model based on reaction kinetics and mass action law (Ottengraf's Model in 1983) was presented. Cork, zeolite, and granulated activated carbon were tested in terms of effective surface area, cell covered fraction of adsorbing sites, surface roughness, and pore size distribution. The cell covered fraction, surface roughness and hydrophilicity was found to be closely related to the efficiency of gas degradation in biofiltration. The cork was the best candidate for cell residence and growth in this work.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 추계학술대회논문집B
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• pp.71-76
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• 2001

An electret filter is composed of permanently charged electet fibers and is widely used in applications requiring high collection efficiency and low-pressure drop. In this work, the collection efficiency of the filter media used in manufacturing cabin air filters was investigated by using poly-disperse particles when submicron particles are loaded. Long-term experiments were conducted by applying different charging states, which are spray electrification and charge equilibrium by bipolar ionization. In order to investigate on the effect of particle loading in filter media, NaCl particles were generated from 0.1% and 1% solutions by an atomizer. In NaCl 0.1%, the collection efficiency of electret filter decreased and then did not change in equilibrium state. In the case of relative larger particles of NaCl 1%, collection efficiency for the equilibrium charged particles increases due to the particle loading on the filter fibers. Particles charged by spray electrification are small in collection efficiency after equilibrium state and increase of filter media's pressure drop was very low in comparison of the equilibrium charged particles.

• 한국수자원학회논문집
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• 제34권5호
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• pp.459-472
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• 2001

모형실험장치를 이용하여 심층여과지에 대한 여층구성별 여과효율 평가를 통해 여과지 설계시의 여층구성에 대한 기초자료를 제공하는 것이 본 연구의 목적이다. 여과지속시간에 따른 손실수두 발달특성을 보면 여과초기의 수두손실은 이중여재 여과지가 높지만 탁질 억류에 의한 수두손실의 증가는 완만하여 여과속도 180 m/day의 동일한 여과속도를 적용하였을 경우, 조림심층 모래여과지에 비해 단위정수생산량이 30-40% 정도 증대되는 것으로 나타났다. 여과수질은 각각 여과속도 180 m/day, 240 m/day로 운전한 결과 여과속도에 관계없이 모두 0.1 NTU 이하를 나타내어 만족하는 여과수질을 보였다. 그러나 여과초기 탁질 누출 특성을 보면 상대적으로 조립심층 모래여과지의 누출 경향이 크게 나타났고, 여과속도 240 m/day로 증대됨에 따라 그 경향은 보다 뚜렷하게 나타났다.

• 한국대기환경학회지
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• 제20권3호
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• pp.371-380
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• 2004

In the dust separation by using porous filter media, the structure of dust layer deposited on the filter surface of filter medium directly affects the effective filtration. The present study has investigated the specific resistance (K$_2$') of the dust layer and its porosity ($\varepsilon$$_{c}$) for three different filters; FA composite filter, metal fiber filter and stainless filter. The specific resistance (K$_2$') increased and at the same time the cake porosity ($\varepsilon$$_{c}$) decreased with the increase of filtration velocity, possibly due to the compressible effect of dust layer. However, under the low dust concentration, subsequent dust particles would block the open channels through the layer resulting in high specific resistance of the layer. The FA composite filter among three filters was shown to be the most effective filter for dust cake filtration at low filtration velocities less than 0.1 m/s for an approximate dust concentration of 5 g/㎥.

• 한국대기환경학회지
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• 제29권2호
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• pp.125-134
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• 2013

Various antimicrobial technologies have been developed to inactivate bioaerosols in indoor environments. In this study, air filter media were treated with a natural antibacterial agent of Sophora flavescens in order to inactivate the bacteria collected on the air filter. Three treatment methods were applied to manufacture the test antibacterial air filter media: electrospray, nebulization and dip-coating methods. In case of electrospray and nebulization processes, the size distribution of aerosolized natural antibacterial agent was measured using a scanning mobility particle sizer. Staphylococcus epidermidis bacteria were aerosolized to test inactivation of the filter media treated with a natural antibacterial agent. The pressure drop and the antibacterial efficiency of the filter media increased with increasing the mass loading of natural antibacterial agent in each treatment method. The antibacterial efficiency per loaded antibacterial agent mass by the electrospray method was the highest and the filter treated by the dip-coating method was the lowest among three treatment methods.

• 한국환경농학회지
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• 제29권2호
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• pp.146-151
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• 2010

In order to improve T-N and T-P removal in HF (horizontal flow)-HF hybrid constructed wetlands by natural purification method for treating the hydroponic wastewater in greenhouses, the efficiency of water treatment as affected by the injection method of hydroponic wastewater, the addition of special filter media, the particle size of filter media, and the injection ratio of hydroponic wastewater in $1^{st}$ HF and $2^{nd}$ HF beds were investigated in small-scale HF-HF hydroponic wastewater treatment apparatus. Removal rate of T-P in the water in HF-HF hydroponic wastewater treatment apparatus with calcite as affected by addition method of special filter media was higher than that in HF-HF hydroponic wastewater treatment apparatus with other filter media. Removal rate of BOD, COD, SS, T-N and T-P in the water in mixed filter media with calcite were 86, 84, 87, 50 and 97%, respectively. Removals of pollutants except for T-P in the water were slightly different. Therefore, it should be considered that the removal rate of T-P was good for calcite in HF-HF hydroponic wastewater treatment apparatus. To improve T-N and T-P removal, the optimum particle size of filter media was 1.2 mm, and the optimum injection ratio ($1^{st}$ HF bed : $2^{nd}$ HF bed) of hydroponic wastewater was 60:40.

• 한국환경농학회지
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• 제22권2호
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• pp.148-152
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• 2003

인공습지 하수처리장에 축적되어 하수처리장 수명의 제한인자로 작용하는 인의 포화치를 조사하기 위해 여재 입경별 최대 인 흡착능을 조사하여 최적의 여재를 선정하였고, 또한 유기물과 굴패각의 인 흡착제로서 사용가능 여부를 조사하기 위해 최대 인 흡착능을 조사하였다. 그리고 인공습지 하수처리장에서 하수처리장의 수명을 연장하기 위한 방안을 검토하기 위해 여재별로 흡착제인 유기물 양을 달리하여 최대 인 흡착능을 조사하였고, 최적으로 선정된 여재에 Ca, Mg, Al, Fe 및 굴패각 첨가에 따른 최대 인 흡착능을 조사하였다. 여재 입경별 최대 인 흡착능을 조사한 결과 여재 입경이 작아질수록 최대 인 흡착능이 증가하는 경향으로 여재 대($4{\sim}10\;mm$), 중 ($2{\sim}4\;mm$) 및 소($0.1{\sim}2\;mm$)의 최대 인 흡착능은 각각 8, 10 및 22 mg/kg로서 여재 입경이 $0.1{\sim}2\;mm$인 여재소(C)가 최적의 여재이었고, 유기물과 굴패각의 최대 인 흡착능을 조사한 결과 유기물이 1,00 mg/kg 및 굴패각이 833mg/kg이었다. 입경별 여재에 유기물을 첨가하였을 경우 모든 여재에서 유기물 첨가량이 증가할수록 최대 인 흡착능이 점점 증가하였다. 따라서 인공습지 하수처리장에서 수초에 의해 쌓여 부식된 유기물은 인의 흡착능을 증가시켜 인 처리능력을 향상시킬 수 있을 것이라 사료되었다. 최적 여재인 여재 소(C)에 Ca, Mg, Al 및 Fe를 첨가하였을 경우 모든 조건에서 첨가량이 증가할수록 최대 인 흡착능도 점점 증가하였으며, 특히 Ca 0.1% 첨가시 인 흡착능이 885 mg/kg으로 급격히 증가하였다. 굴패각을 여재에 첨가하여 흡착능을 조사한 결과 굴패각을 2% 첨가시 인 흡착능이 약 22 mg/kg에서 약 36 mg/kg으로 약 14 mg/kg이 증가하였다.기의 텍스트 레이아웃 디자인에 충분히 활용 가능할 것으로 기대된다.강조하고 있으나 친환경성이 입증되지 않은 제품에 대해서도 친환경 소재임을 내세워 소비자의 판단을 흐리는 경우가 많으므로 이에 대한 시정이 필요하다.칼리를 시용한 구보다 유의하게 높았는데(p<0.05), 이러한 경향은 이른 봄에 액상구비를 시용한 구에서 더욱 뚜렷하였다. 불과하였고 설명 후 이의 필요성에 대하여 묻는 질문에는 135명(71.4%)이 필요하다고 하였으며 동의서의 길이가 길어진다면 스스로 읽겠다(30명, 15.9%)기보다는 84.1%가 구두설명의 필요성을 요구하고 있었다. 임상시험시 발생하는 부작용 또는 문제점의 발생시 의사나 회사에 책임을 묻겠다는 대답이 76명(40.2%)으로 이 중 17명(9.0%)은 시비를 가리지 않고 무조건 책임을 묻겠다고 하였다. 결 론 : 본 설문조사는 임상시험과 피험자 동의서에 대한 가장 기초적인 설문 조사로 대상인 암환자와 가족들이 비교적 정확하고 긍정적인 견해를 가지고 있었으나 임상시험과 피험자 동의서에 대한 보다 적극적인 홍보와 교육이 필요하며 피험자동의서의 간편성과 이해력의 향상에 대한 연구가 요구됨을 보여주었다. 논평하였음을 퇴계는 '완세불공(玩迷不恭)'이라고 판단했을 것이다. 장육당은 청(淸)과 탁(濁)이 있음을 알지 못하고. 그것의 분별도 하지 못하는 세상 사람들을 완농(玩弄)하였다. 그러므로 그는 진환(塵　)에서 초연(超然)했던 것이다. 천석고황(泉石膏　)으로 태평성대(太平聖代)에 사시가흥(四時佳興)을 한가지로 하는 퇴계와는 그래서 다르다. 퇴계는 순풍(淳風)과 어진 인성(人性)을 긍정하였기에 만족하고. '고인(古人)의 녀던 길'을 끊임없이 행(行)하고자 하였다. 여기에서 '완세불공(玩世不恭)'과 '온유돈후(溫柔敦厚)'가 판별되어진다. 장육당이 '완세불공(玩世不恭)'했다면, 그것은 자취(自取)한 것이요. 퇴계의 '온유돈후(溫柔敦厚)'함도 스스로 취한 태도이다. 이 자취(自取)

• 상하수도학회지
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• 제27권3호
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• pp.299-312
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• 2013

This study investigated the contaminant loading and characteristics of particle size distributions(PSDs) in the rainfall runoff from two different sources, the pavement road and the ancillary parking lot, and then evaluated four different types of filter media(i.e., EPP, EPS, Zeolite, and Perlite) to treat runoff water. The results showed that runoff from the pavement road contains 5.6 and 20 times higher SS and Pb concentrations, respectively, than that from the parking lot. The particles smaller than $100{\mu}m$ occupied 89.8 % of runoff from the pavement road and 81.4 % of that from the parking lot by volume. The effect of the hydraulic loading, at 950 m/day filtering linar velocity and 40 cm head loss, was largest for Zeolite, followed by Perlite, EPS, and EPP. The return period of tested media calculated by the regression equation for head loss indicated that EPP has the longest life time. The average SS removal rate was similar for all media at between 84.9 % and 89 %, while the effect of various filter column heights was different, showing minimal for EPP and maximum for EPS. All filter media tested demonstrated over 95 % of SS treatment efficiency for the particles bigger than $100{\mu}m$, while for the ones smaller than $100{\mu}m$ the efficiency was in order of EPP(82.4%) > Perlite(76.1 %) > EPS(66.2 %) > Zeolite(65.2 %). The results in conclusion implies that EPP is most effective filter media for the highly contaminated fine particles from road runoff.