• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.4 no.2
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• pp.161-170
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• 2006

PFC(Perfluorocarbon) decontamination process is one of best methods to remove hot particulate adhered on the inner surface of hot cell and surface of equipment in hot cell. It was necessary to develop a filtration equipment to reuse the PFC waste solution generated on PFC decontamination due to the high cost of PFC solution and for minimization of the volume of second waste solution. The filtration equipment was developed to remove hot particulate in PFC waste solution. It was made suitable size and weight in consideration of hot cell gate and crane. And it has wheels for easy movement. Flux of the filtration equipment decreased with particulate concentration increase. It consists of pre-filter($1.4{\mu}m$) and final-filter($0.2{\mu}m$) for protection of the flux decrease along filtration time. It treatment capacity of waste solution is 0.2 L/min.

• Economic and Environmental Geology
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• v.41 no.6
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• pp.709-717
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• 2008

Rhizofiltration for cesium uptake by sunflowers (Helianthus annuus L.) and beans (Phaseolus vulgaris var.) was investigated for groundwater contamination. The cesium removal by sunflowers was greater than 98% of the total cesium in solution, and the uptake by beans was also greater than 99% within 24 hours of the rhizofiltration, showing that the rhizofiltration has a great capability to remove cesium from the contaminated water system. Experiments at various pH of solution indicated that a solution of pH $5{\sim}9$ yielded very high cesium accumulation in two plants. From the results of the analysis for cesium accumulation in plant parts, about 80% of cesium transferred into the plant from solution was accumulated in the root part and less than 20% of cesium existed in the shoot part (including leaves). Results suggest that only the roots of the fully grown plant used for rhizofiltration should be disposed or post-treated and thus the cost and time to treat massive amounts of grown plants could be dramatically reduced when sunflower and bean are used in the real field. The results of SEM and EDS analyses indicated that the most of cesium were accumulated in the root surface as a ionic phase rather than a soil precipitation phase.

• Applied Chemistry for Engineering
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• v.16 no.4
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• pp.474-484
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• 2005

Biological treatment is a promising alternative to conventional air pollution control methods. Bioreactors for air pollution control have found most of their success in the treatment of dilute and high flow waste air streams containing volatile organic compounds and odor compounds. They offer several advantages over traditional technologies such as incineration or adsorption. These include lower treatment costs, absence of formation of secondary pollutants, no spent chemicals, low energy demand and low temperature treatment. The most widely used bioreactor for air pollution control is biofilter, but it has several limitations. In the past years major progress has been accomplished in the development of vapor phase bioreactor, in particular biotrickling filters. Biotrickling filters are more complex than biofilters, but are usually more effective, especially for the treatment of compounds which are difficult to degrade or compounds that generate acidic by-products. While the level of understanding of biotrickling filtration process for VOCs still remains limited, the evident success of biotreatment of VOC in air stimulated the pursue of acitve research. This paper presents fundamental and theoretical/practical aspect of air pollution control in biotrickling filter. Special emphasis is given to the operating parameters and the factors influencing performance for air pollution control in biotrickling filter.

• Korean Journal of Food Science and Technology
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• v.31 no.2
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• pp.458-464
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• 1999

The value of lysozyme as a natural food preservative is continuously increased due to its unique antimicrobial activity. To determine the optimum separation concentration among the various hen egg white protein (HEWP) concentrations (0.25, 0.5, 1.0, w/v), protein concentrations, lysozyme concentrations, specific activities (SA), and purification factors of prefiltered solution (PFS) and PM30 permeate solution (PMS) were compared. The purity of lysozyme separated at each step was analyzed and confirmed by gel permeation chromatography and electrophoresis. The fouling deposits on membrane were observed by SEM. The non-enzymatic proteins were removed over 99% by ultrafiltration (UF). The increased feed concentration did not contribute to the increase of SA. SA of PMS was 18 to 31 times higher than that of PFS. The optimum feed concentration was decided as 0.25% based on SA and purification factor. The non-enzymatic region of gel chromatogram was proved to be ovalbumin. The thickness of deposit on the UF membrane was approximately $0.9{\mu}m$ and removed by cleaning with 0.1 N NaOH. Therefore, UF using PM30 membrane was very effective to separate the antimicrobial lysozyme from various HEWPs.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.33 no.4
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• pp.367-372
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• 2000

A series of experiment was conducted to investigate the relationship between ammoia removal rate and ammonia loading rates in seawater filtering system using rotating biological contactor (RBC). In this experiment, RBC system was consisted of rotating polyvinyl film disks, which provided $12 m^2$ of total effective surface area in $0.075 m^3$ of volume. $NH_4Cl$ was added by $10{\~}150 g$ as a ammonia nitrogen source to determine ammonia removal rate in RBC system. Relationship between time required for ammonia removal (y: hour) and nitrogen inputted ($x: NH_4-N mg/l$) in RBC system was as followed: $y=3.51+7.76 lnx (r^2=0.936)$. At ammonia concentration $2 mg/l$, it took 10 hour for removal of ammonia in the RBC system. However, at ammonia concentration of $5 and 16.5 mg/l$, it took 16 and 27 hours, respectively. There was a decreasing tencency of an increasing ammonia in the rearing water. Finally, the ammonia removal rate in the RBC system increased with the rise of total ammonia concentration up to $16.5 mg/l$.

• The Korean Journal of Nuclear Medicine Technology
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• v.18 no.2
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• pp.48-56
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• 2014

Purpose $^{99m}Tc$-DTPA renal scintigraphy serves as a key indicator to measure a kidney donor's Glomerular Filtration Rate (GFR) and determine the possibility of kidney transplant. The Gates method utilized to measure GFR considers 3 variables of renal depth, injection dose, and net kidney counts. In this research, we seek to compare changes in kidney donors' GFR according to renal depth measurement methods of the 3 variables. Materials and Methods We investigated 32 kidney donors who had visited the hospital from October, 2013 to March, 2014 and received abdominal CT and $^{99m}Tc$-DTPA GFR examination. With the cross-section image of the CT and the lateral image from a gamma camera, we measured the renal depth and compared with renal depth calculation equations-Tonnesen, Taylor, and Itoh methods. Renal depth-specific GFR was calculated by using Xeleris Ver. 2.1220 of GE. Then the results were compared with MDRD (Modification of Diet Renal Disease) GFRs based on serum creatinine level. Results The renal depths measured based on the CT and gamma camera images showed high correlation. Tonessen equation gave the lowest GFR value while the value calculated by using the renal depth of CT image was the highest with a 16.62% gap. MDRD GFR showed no statistically significant difference among values calculated through Taylor, Itoh, CT and gamma camera renal depth application (P>0.05), but exhibited a statistically significant change in the value based on Tonnesen equation (P<0.05). Conclusion This research has found that, in GFR evaluation in kidney donors by utilizing $^{99m}Tc$-DTPA, Tonnesen equation-based Gates method underestimated the value than the MDRD GFR. Therefore, if a MDRD GFR value shows a huge difference from the actual examination value, using an image-based renal depth measurement, instead of Tonnesen equation applied to Gates method, is expected to give an accurate GFR value to kidney donors.

• Journal of Wetlands Research
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• v.15 no.4
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• pp.535-541
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• 2013

The urbanization affects significantly on a natural water circulation system by increasing the imperviousness rate. It is also negatively affecting on urban temperature, environmental pollution, water quality, and aqua-ecosystems. The Korea MOE (Ministry of Environment) adapted a new environmental policy in order to reduce the impact of urbanization, which is the Green Stormwater Infrastructure (GSI) program. The GSI can be achieved by protecting conservable green spaces, enlarging more green spaces, and constructing more permeable pavements. The GSI is including many different techniques such as bioretention, rain garden, infiltration trench and so on. Also It is the infrastructures using natural mechanisms of soils, microorganisms, plants and animals on a water circulation system and pollutant reduction. In this research, a multi functional GSI technology with infiltration-filtration mechanisms has been developed and performed lab-scale tests to evaluate the performances about infiltration rate restoration and pollutant reduction. The most of pollutants including metals, organics and particulates were reduced about 50~90% due to water infiltration and storage functions. The clogging was found when the TSS loading rate was reached on $8.3{\sim}9.0kg/m^2$, which value is higher than the values in literatures. It means the new technology can show high performances with low maintenances.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2006.04a
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• pp.76-81
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• 2006

창녕군 증산리 지역은 신규 취수원 확보 일환으로 강변여과 방식 취수 가능성이 한국수자원공사에 의해서 평가되고 있는 지역이다. 강변여과 방식 취수의 타당성 평가를 위해 현장 지질조사, 시추조사, 전기 비저항 탐사 및 고해상도 탄성파 탐사를 수행하였다. 또한 대상 연구지역에서의 개략적 취수 가능량 산정을 위해 모델링 평가가 수행되었으며, 개별 정호에 대한 양수량 산정을 위해 시험 정호를 설치하였다. 현장 시추 조사와 시료에 대한 입도 분석 결과, 연구 지역의 충적층 두께는 35m 전후이며, 주 대수층 구간은 지표하 $25{\sim}35m$인 것으로 추정되었다. 또한 주 대수층 구간의 수리전도도는 $10^{-2}cm/sec$ 이상으로 주로 모래섞인 자갈층으로 구성되어있는 것으로 평가되었다. 또한 전기비저항 조사 결과는 부분적으로 매우 낮은 비저항 분포 지층을 보여주고 있으며, 이는 주로 실트 및 점토로 된 지층이 부분적으로 퇴적되어 있음을 지시하며, 고해상도 탄성파 탐사 결과는 전반적으로 지하수위는 지표하부 5m 전후에 분포하고, 충적층의 하부 경계는 35 내지 45m인 것으로 해석되었다. 지하수 모델링을 통해, 취수 목표량인 180,000톤/일은 주대수층까지의 지하수위 강하 없이 확보 가능할 것으로 평가되었다. 또한 개별 정호의 산출 특성을 평가하기 위해 시험 정호를 설치하여, 실제 2,700톤/일 예비 양수 시험을 수행하였다. 예비 양수 시험 결과, 양수정에서의 수위 강하는 개략 10m, 양수정관측정에서는 약 0.3m의 수위강하만이 관찰되었으며, 양수 영향권이 수 십 m를 넘지 않을 것으로 판단되었다.서의 S97과 JBR의 세포감염 억제율은 3.85%와 3.63%로 나타났다. $textsc{k}$-casein, CU는 로타바이러스 S97과 JBR에 대해 농도 2000UM에서 97%이상의 억제효과를 나타냈으며, sialic acid는 억제효과가 거의 없었다. K-casein, GMP는 송아지뿐만 아니라 유아의 로타바이러스에 의한 설사를 억제할 수 있을 것으로 기대된다.을 향상하기 위해서는 이러한 부위에 대한 미생물 오염을 낮출 수 있는 세심한 현장 품질관리가 필요하다.en and adolescents, analysed by country, age group and gender. The paper discusses the places young consumers can turn to in trying to fulfil their growing consumer needs. It also examines how much money is at their disposal. It then concludes by considering the influence of "financial socialization" on how young people deal with money.nsumption visions based on the various perspectives, consumers are influenced in the apparel buying decision-making. Many subjects reported experiencing positive affect when imagining positive outcomes of produc

• The Journal of Engineering Geology
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• v.25 no.3
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• pp.339-347
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• 2015

Riverbank filtration has been suggested as a cost-effective method for improving water quality. However, high concentrations of Fe²⁺ and Mn²⁺ cause problems for the use of water and the maintenance of facilities. We evaluated the effectiveness and efficiency of an Fe²⁺ and Mn²⁺ removal technique based on the in situ injection of highly oxygenated water at a site on the Anseong River, between Anseong City and Pyeongtaek City, Gyeonggi Province. The removal process consists of three steps: injection, resting, and extraction. Results show that the removal efficiency increases with repeated application of the process. The amount of Fe-reduced drinking water satisfying water regulations (limit, 0.3 mg/L Fe) obtained using oxygenated water injection was five times higher than the amount of injected oxygenated water. Levels of Mn²⁺ were also reduced following the injection of oxygenated water.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.309-309
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• 2011

지구온난화와 도시기후 변화에 대응하기 위해 자연의 생태적 기능을 복원하고 환경에 대한 오염부하를 저감하여 도시 환경의 건강성과 지속성을 높이기 위해 도심 내 물순환시스템(urban water circulating system)의 구축이 요구된다. 즉, 물순환시스템을 활용하여 도심 내 다양한 수원(생태하천/호수 유지용수, 하수처리수, 우수, 지하수 등)을 네트워크 및 통합 관리하여 도시 내 물순환의 건전성과 수자원의 재이용률을 향상시킬 수 있다. 이를 위해서 연중 발생량이 일정하고 막대한(66.4억톤/년, 2009년 기준) 하수처리수 방류수는 고도처리를 통해 수질이 양호하며 안정적인 대체 수자원으로 고려된다. 또한, 하수처리수의 재이용은 공공수역으로 배출되는 오염부하량의 총량 삭감 및 상수사용량의 절감과 수자원을 효율적으로 이용한다는 면에서 최근 재이용 사례가 증가하고 있는 추세이다. 그러나, 도심 내 친수공간(생태하천/호수)은 저류수량에 비해 유입수량이 적어 체류시간이 비교적 장시간이고, 이로 인해 부영양화가 쉽게 발생해 수질이 악화된다. 따라서, 본 연구에서는 하수처리수 재이용수를 도심 내 친수공간의 유지용수로 활용 시, 수질정화공정(응집 후 여과, 응집 후 여과+한외여과, 응집 후 여과+한외여과+역삼투 공정)이 친수공간 내 조류성장에 미치는 영향을 파악하기 위해, 하수처리수 재이용수 pilot plant의 수질정화공정별 유출수를 활용해 M. aeruginosa를 시험조류로 조류성장(growth kinetics)을 조사하였다. 조류는 $5\times104$ cells/mL의 초기 농도로 접종하여 배양하였으며, 조류성장에 직접적인 제한인자인 용존반응성인의 농도에 따른 성장속도를 Monod와 변형 Monod Kinetics를 이용해 반포화상수(Ks)와 최대 성장속도(${\mu}$max)를 산정하였다. 실험결과, 역삼투 공정을 제외한 다른 수질정화공정은 비록 영양염류가 80~90% 이상 제거되어 수계의 화학적 성상이 변하였으나 조류성장역학의 변화는 통계학적 (p=0.05)으로 유의할만한 수준은 아닌 것으로 판명되었다. 또한, 수리학적 체류시간이 2주 이상이 될 경우, 역삼투 공정을 제외한 수질정화공정 별 유출수에서는 조류의 과다성장으로 인해 부영양화가 발생하는 것으로 판명되었다. 결론적으로 하수처리수 재이용수를 친수용수로 활용시, 조류성장을 방지하기 위하여 용존반응성인의 농도를 중점적으로 관리하는 수질정화공정 및 유지용수 공급방안을 고려해야하는 것으로 판단된다.