• 한국물환경학회지
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• 제18권2호
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• pp.221-228
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• 2002

Abundant growth of algae in raw water sources caused by eutrophication brings about significant side effects on water supply, such as taste and order problem, oxygen depletion, toxic material secretion, and filter clogging problem in water treatment process, etc. The purpose of this research is to remove the algae and phosphorus compounds in the Pal-dang reservoir promptly by using the upflow filtration system with coagulant addition. The filter tower consisted of sand media and sieve filter with air back-washing process. By using coagulation and filtration with $132{\mu}m$ pore size filter, about 55% and 70% of algae and phosphorus compounds were removed respectively. The experimental conditions were as follows; head loss of 0.2m, linear velocity of 200m/day, and filtration flux of 1000($L/m^2/day$). In the case of filtration with cartridge type filter of $25{\mu}m$ pore size, the filtration flux was about 7800 LMH, and the removal ratios of COD, SS, T-P, and Chlo-a. were 61%, 99%, 54%, and 98%, respectively. However, high pressure air back-washing process with should be required for the maintenance of such high filtration flux.

• 한국산업보건학회지
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• 제10권1호
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• pp.170-178
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• 2000

Most of manufacturers try to produce the most efficient filter for respirators with the lowest breathing resistance. Filter performance depends on low penetration, i.e., high efficiency (%), and low pressure drop ($mmH_2O$). This study was performed to evaluate performance of respirator filters by quality factor ($q_F$) and suggest the direction for improvement of respirator filters of good quality in Korea. Two mechanical filters, S and K made in Korea, three filtering facepieces, S made in China, C made in Korea and M made in USA, which were widely used in the workplace, were selected and tested efficiency and pressure drop in accordance with flow rate, using with Automated Filter Tester Model 8110 (TSI, USA). The best quality factor within the same respirator filter categories was $0.0672cm^{-1}\;H_2O$ for mechanical filter S, $0.0698cm^{-1}\;H_2O$ for filtering facepiece M at flow rate of 32Lpm. Mechanical filter S would be the best suitable during heavy work since qulity factors decrease less sharply than any others as increased flow rates. It was necessary for mechanical filter S to lower pressure drop without increasing efficiency, but mechanical filter K should be increased efficiency and decreased pressure drop. While filtering facepiece M had the best quality performance of three ones, Sand C should get much higher efficiency and lower pressure for better performance.

• 대한환경공학회지
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• 제32권8호
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• pp.754-760
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• 2010

완속 모래여과 컬럼의 생물막(schmutzdecke)은 운전 시작 30일 정도에 정상상태에 도달하는 것으로 나타났으며, 생체량과 활성도는 각각 $4.5{\times}10^6\;CFU/g$과 $3.42\;mg{\cdot}C/m^3{\cdot}hr$로 나타났다. 정상상태에 도달한 생물 여과층의 박테리아 종 분포는 Pseudomonas sp.가 차지하는 비율이 56%였으며 그 중에서 Pseudomonas fluorescens가 전체비율의 22%를 차지하였다. 운전 시작 30일 후의 용존 유기탄소(dissolved organic carbon, DOC)와 geosmin의 제거율은 각각 27%와 95%로 나타나 최대의 제거율을 나타내었으며, 그 이후에는 DOC와 geosmin의 제거율에는 큰 변화가 없었다. 수온 변화에 따른 DOC와 geosmin의 제거율 변화에서 유입수의 수온이 $5^{\circ}C$일 경우 geosmin과 DOC의 평균 제거율은 각각 62%와 10%로 나타났으나 수온을 $15^{\circ}C$와 $25^{\circ}C$로 증가시켰을 경우에는 geosmin과 DOC의 평균 제거율이 각각 88%와 25% 및 100%와 42%로 나타났다. 수온 변화에 따른 완속 모래여과 컬럼의 상부 생물막 층에서의 geosmin과 DOC에 대한 생물분해 속도상수(k)는 $1.842{\sim}15.965\;hr^{-1}$와 $0.253{\cdot}1.123\;hr^{-1}$이였고, 상부의 생물막 층이 그 하부 보다 DOC와 geosmin에 대한 생물분해 속도상수가 각각 18~32배 및 20~51배 정도 큰 것으로 나타났다.

• 지질공학
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• 제28권1호
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• pp.101-115
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• 2018

본 연구는 자유면대수층 즉, 충적대수층에서 다양한 필터조건에 따른 영향을 평가하기 위하여 수행하였다. 시험을 위해 모래층 및 자갈층으로 구성된 충적대수층에 필터층, 양수정, 관측정을 각각 설치한 모형시험장치를 제작하였다. 제작된 모형시험장치를 이용해 단계 및 장기양수시험을 수행하였으며, 각 시험조별 투수특성을 확인하고 적정양수량을 산정하였다. 모래층에서 수행한 이중필터와 단일필터의 적정양수량을 비교하면, 이중필터인 SD-300은 동일두께의 단일필터인 SS-300에 비해 최종 적정양수량이 216.8% 높게 평가되었다. 이중필터 SD-300과 필터층 두께가 얇은 단일필터 SS-100을 비교하면, 이중필터인 SD-300은 SD-100에 비해 최종 적정양수량이 709.2% 높게 나타났다. 시간경과에 따른 적정양수량의 변화를 분석한 결과, 이중필터와 단일필터의 적정양수량 비는 시간이 경과할수록 증대됨을 확인하였다. 장기적인 취수효율의 변화를 평가하기 위하여 초기 적정양수량이 50% 저감되는 시점을 검토한 결과, 이중필터인 SD-300은 동일두께 단일필터인 SS-300 대비 약 351.1% 높은 값을 보이며, SS-100 대비 약 579.0% 높은 값을 보인다. 이러한 결과를 볼 때, 초기 양수량이 50%로 저하되는 지점을 우물 수명으로 가정하면, 이중필터는 동일두께의 단일필터 대비 약 3.5배, 일반적인 단일필터 대비 약 5.8배의 수명 증대가 예상된다. 이와 같은 결과는 강변여과수나 해변여과수를 활용하기 위한 우물설계에 활용될 수 있을 것이다. 또한, 향후 수행될 현장실증시험 성과와의 상호비교를 통해 이중필터 효과에 대한 보다 명확한 규명이 가능할 것으로 판단된다.

• 한국농공학회논문집
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• 제60권2호
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• pp.25-36
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• 2018

Drip irrigation system is a low energy cost method which can efficiently save and supply water by dropping water slowly on the crop's root zone during crop growth. In the drip irrigation system, disk filters take an important role to physically remove impurity (inorganic and suspended organic) particles present in agricultural water which can cause emitter clogging. For the purpose, both top-and-bottom surfaces of the disk are grooved in micron size flowing from outside to inside. However, many congested flow paths in disk filter media incur higher head loss of inflow water resulting in relatively decreasing velocities depending on operation time than sand and mesh filters. Therefore, it is important to optimize the structure of disk filter in micro irrigation system. The head loss of disk filter media takes also charge of more than 60 % of total head loss in whole disk filter. This study is to find the appropriate cross-sectional shape of the disk groove to minimize the head loss by executing the experiment. The experiment used three disk filters that have similar filter body but have a half-elliptic and two kinds of triangular cross sections. The experimental results showed that the disk filter with half-elliptic cross sections of disk grooves have less head loss than the disk filter with regular triangular one.

• 한국가스학회지
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• 제2권1호
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• pp.47-52
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• 1998

천연가스 공급배관내의 이물질을 제거하기 위하여 한국가스공사에서는 현재 250um 공극 크기를 갖는 금속 스트레이너형의 필터를 사용하고 있다. 하지만 배관내의 이물질 크기를 조사한 결과 필터 공극 크기보다 작은 이물질이 상당량 있는 것으로 파악되었으며. 따라서 이들 이물질로 인하여 필터 후단부의 각종 밸브류나 계 량 측정 기기들에 악영향을 미치고 있는 실정이다. 미세한 크기의 이물질들을 없애기 위해서는 필터의 공극 크기를 줄여야 하는데. 이 경우에는 필터 전, 후단의 차압발생으로 인하여 원하는 유량의 가스를 공급하기 어려운 일이 생길 수 있으므로 차압발생을 신중히 고려하여 필터 공극 크기를 결정하여야한다. 본 연구에서는 손실계수 K를 이용하여 가스필터의 성능평가 방법을 제시하였다.

• 한국지구과학회지
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• 제24권4호
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• pp.315-324
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• 2003

서울시에서 설치하여 운영중인 대기질 측정소의 입자상물질을 대표하는 PM$_{2.5}$, PM$_{10}$, TSP와 황사기간 중 고용량고기포집기로 채취한 먼지성분을 분석, 평가하였다. 1990년도부터 2002년 11월까지 서울에서 관측된 황사일수는 2000년 이후 발생빈도가 증가하였으며 황사지속시간도 길어지는 경향을 보였다. PM$_{10}$/TSP 비율은 황사시 2000년, 2001년도에 각각 52.9%, 59.4%로 비황사시에 비해 PM$_{10}$의 비율이 약 10% 정도 낮은 것으로 미루어 황사시 10 ${\mu}$m이상의 입경이 큰 입자 영향이 컸던 반면에 2002년 황사시에는 PM$_{10}$의 영향이 오히려 크게 나타나 PM$_{10}$이 TSP 중의 71.4%에 달하였다. 황사가 전체 먼지농도에 미치는 기여율은 2002년도에 PM$_{2.5}$ 11.9%, PM$_{10}$ 23.1%, TSP 19%로 가장 높은 기여도를 보여 황사가 전체 면지농도에 미치는 영향이 매우 크다는 것을 알 수 있었다.

• 한국물환경학회지
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• 제28권1호
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• pp.109-114
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• 2012

In this study, both sedimentation and thickening experiments were conducted for residuals produced from an advanced water treatment plant for more accurate and practical design of residual treatment train. In order to design a backwashed residual sedimentation basin (SRSB) in the filter backwash water recycle system, two kinds of backwash waters, one from sand filter (SFBW) and the other from GAC adsorption bed (GACBW), were separately collected and their surface loading rate measured. In addition, in order to design a gravity thickener, batch thickening tests were conducted for concentrated residuals taken from sedimentation basin and their limiting solid flux ($SF_{L}$) measured. From the experimental results and consideration of the seasonal characteristics of the residual, surface loading rate of $70m^{3}/m^{2}{\cdot}d$ was proposed as a design parameter for SRSB and solid loading rate of 20 kg $TS/m^{2}{\cdot}d$ was proposed as a design parameter for gravity thickeners. Finally, the material mass-balance was made for the design of each unit process in the residual treatment train.

• 한국농공학회지
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• 제14권2호
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• pp.2593-2602
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• 1972

Plastic pipes Wrapped with synthetic filter are recently used for drainage or Collecting of Underground water. But it's use is possible only for small size of diameter less than 300mm, because large size plastic pipes are not readily availabe. For large diameter infiltration gallery, porous concrete pipes are now used, but it's heavy weight brings difficulties in making, moving and setting of the pipes. With it's conventional method of filter setting, fine sands are brought into the pipes to make trouble to lifting pumps and channels Therefore, initial construction cost and maintenance cost become high. To solve-this problem, new method is developed and tested. Small PVC pipes(diameter 14mm) are assembled at the site of construction to newly devised I beam type circls. The size of circular inpiltration gallery is optionally determined by I beam type circle which support small PVC pipes and is made of PVC amterial. This gallery are wrappd with syntheitc filter to prevent sand instruction. In this test, the diameter of 300, 400, 500mm were used. I beam type circles were made with PVC plated with thickness. t=6, 9, 12mm. Water quantity collected through the PVC circulor gallery are measured and the strengths of the gallery. 1. Allowable setting depth of gallery pipe below graund for the case of t=6mm, D=500mm is 2.72m. 2. Collected water quantity depends on soil texture, depth of water grandient of water surface, filter material angle of setting etc. 3. About 126% of water quantity collected from the one gallery pipe measured in two gallery pipes of two parallel installation.

• 상하수도학회지
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• 제22권6호
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• pp.697-704
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• 2008

Stormwater runoff from urban road area as non-point source has a tendency of including lots of pollutants at initial rain period. Recently, there are several cases of having installed treatment facilities for reducing pollution discharge from the impervious cover in urban area to prevent watershed environment from getting worse. The filtration type among non-point source treatment systems has been known as one of the most efficient system for treatment of non-point source pollutants. Therefore, various kinds of filter media such as expanded polypropylene(EPP), granular activated carbon, zeolite, perlite, illite, sand, gravel has been developed. This study was conducted to verify performance and hydraulic characteristics of filter media as measures for non-point source. The experiment was carried out to evaluate applicability and variation of 4 kind of most popular filter media(EPP, GAC, Zeolite, Perlite) in headloss with elapsed time and influent flow rate and to obtain data base that could be used to establish management plan for road runoff treatment. In experiment by tap water, it showed that EPP and perlite those are floatable materials showed stable operating performance and lower headloss than the others.