• 상하수도학회지
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• 제10권4호
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• pp.119-126
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• 1996

Influence factors and efficiency characteristics for treatment of wastewater containing phenol were studied with using Pseudomonas sp. B3. It took 130 hours to remove phenol, when only activated sludge of terminal disposal palnt of sewage was innoculated in batch culture, but it was required just 36 hours, when bacteria degrading phenol and activated sludge were simultaneously innoculated. If only phenol an carbon source was used, it necessary 36 hours for biodegradation of phenol, while glucose was added to medium, it took 73 hours. It was revealed as excellent effluent and SVI, when the F/M ratio, COD and phenol concentration were 53mg/l and 1.2mg/l, respectively, and optimum F/M ratio was revealed 0.31. The reactor were seriously shocked as reducing hydraulic retention time at constant phenol concentration more than increasing phenol concentration at constant hydraulic retention time, when volumetric loading rate was increased to $0.8kg\;phenol/m^3{\codt}d$ from $1.6kg\;phenol/m^3{\codt}d$. And also the effluent phenol concentration was 34mg/l after starting 12 hours of shocking and reactor was recovered as steady state after 65 hours of changing in the former test. Although the effluent phenol concentration was maximum value with 12mg/l after starting 20 hours of shocking and reactor was recovered as steady state after 54 hours of changing in the later test.

• 전력전자학회:학술대회논문집
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• 전력전자학회 2012년도 전력전자학술대회 논문집
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• pp.117-119
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• 2012

Plasma Water Treatment, a Unique System(PLATUS) of algae(Chl-a) removal efficiency is average 90.6 up to 99.6%, It is cost effective facility because it doesn't need any other chemicals and consumables. Also, It is Eco-friendly installation with no sludge. It is easy to transform its treatment capacity by the number of Plasma installation. As it requires small space for installing, It can be installed in Land nearby water, vehicle mounted, and set on the ship.

• 대한환경공학회지
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• 제38권4호
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• pp.177-183
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• 2016

미생물을 이용한 하수처리의 경우 여러 요인(미생물 특성, 원수의 성상, 운전조건)의 영향을 받으며 복잡한 관계를 갖고 운영하게 되는데 이런 공정에 나노입자의 유입은 분명 공정의 안정성 및 효율성에 영향을 줄 것으로 판단된다. 본 연구에서는 교내 하수 플랜트에서 활성슬러지를 채취하여 각각의 균주에 최적화된 배지에 배양시킨 뒤, 배양된 미생물이 각각 나노물질과 나노이온 상태일 때 성장에 미치는 영향을 알아보았다. 활성슬러지에 존재하는 대표 미생물 중에 그람양성균인 Bacillus와 그람음성균인 Pseudomonas, E.coli를 대상 균주로 선택하여 ZnO, $TiO_2$ 두 가지 나노물질에 의한 독성 영향을 비교하였다. 동일한 농도의 나노물질에서 그람양성균인 Bacillus균의 평균 성장 저해율은 60% 이상이고, 그람음성균인 Pseudomonas의 경우는 평균 성장 저해율이 10% 미만으로 나타났다. 따라서 나노물질에 대한 독성은 그람양성균이 그람음성균보다 높은 것으로 보여지는데 그 이유는, 세포벽 구조, 세포벽 단백질 구성성분, 세포의 생리기능, 물질대사 등의 차이로 그람양성균이 나노물질에 훨씬 민감한 경향을 나타내기 때문인 것으로 보여진다. 그리고 ZnO와 $TiO_2$ 나노물질의 농도가 같을 때 미생물 성장에 미치는 영향은 ZnO가 평균적으로 3배 정도 높았는데 이것은 ZnO 나노물질의 독성이 $TiO_2$ 보다 크다고 볼 수 있다.

• 지질공학
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• 제17권1호
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• pp.125-133
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• 2007

본 연구에서는 난지도 매립지내 하수슬러지만으로 이루어진 8호 매립장에 대하여 환경 및 지반공학적 특성을 조사한다. 이를 위하여 대상현장에 대하여 시료를 채취하고, 용출시험, 중금속 총량시험 등을 실시하여 환경적인 특성을 조사하였다. 중금속 총량시험결과 Pb, Zn, Cu, Ni, Cd, Cr 등의 성분이 검출되었으며, Cu의 경우 캘리포니아주 규제기준을 초과하므로 하수슬러지 재활용시 함량을 낮추어야 할 것이다 한편, 하수슬러지의 비중, 입도분석, 액소성한계, 다짐, 투수, 전단시험을 실시하여 지반공학적 특성을 조사하였다. 하수슬러지는 모래, 실트 및 점토로 구성되어 있으며, 소성지수는 42.3%로서 압축성이 큰 무기질 실트 혹은 유기질 점토인 것으로 분류된다. 다짐시험결과 건조단위중량이 낮고 다짐곡선이 비교적 평탄한 형태를 보이고 있으므로 함수비 변화에 따른 다짐효과가 비교적 적을 것으로 예상된다. 그리고 직접전단시험결과 점착력은 $0.058kg/cm^2$이고, 내부마찰각은 $14^{\circ}$ 것으로 나타났다. 대상현장의 하수슬러지는 다짐이 잘 되지 않으며, 전단강도도 비교적 낮으므로 매립지의 복토층 등으로 재활용할 경우 여러 가지 문제가 발생될 것으로 예상된다. 그리고 하수슬러지에 포함되어 있는 중금속의 용출에 따른 지하수 오염문제도 예상된다. 따라서 대상현장의 하수슬러지를 재활용하기 위해서는 이에 대한 보완 및 처리방안이 마련되어야 할 것이다.

• Membrane and Water Treatment
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• 제9권3호
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• pp.195-203
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• 2018

N-acetylcysteine (NAC) has been widely used as an initial mucolytic agent and is generally used as an antioxidant to help alleviate various inflammatory symptoms. NAC reduces bacterial extracellular polymeric substances (EPS) production, bacterial adhesion to the surface and strength of mature biofilm. The efficacy has been shown to inhibit proliferation of gram-positive and gram-negative bacteria. In membrane bioreactor (MBR) processes, which contain a variety of gram negative bacteria, biofilm formation has become a serious problem in stable operation. In this study, use of NAC as an inhibitor of biofilm contamination was investigated using the center for disease control (CDC) reactors with MBR sludge. Biomass reduction was confirmed with CLSM images of membrane surfaces by addition of NAC, which was more efficient as the concentration of NAC was increased to 1.5 mg/mL. NAC addition also showed decreases in EPS concentrations of the preformed biofilm, indicating that NAC was able to degrade EPS in the mature biofilm. NAC addition was also effective to inhibit biofilm formation by MBR sludge, which consisted of various microorganisms in consortia.

• 한국환경보건학회지
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• 제7권1호
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• pp.9-20
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• 1981

This study was performed to determine the correlationship between temperature and overall removals of BOD, SS and to demonstrate the effect of temperature on treatment performance. These data for a period from February 1, 1977 to January 31, 1980 were obtained from the Cheong-Gye Cheon Sewage Treatment plant. The results of correlation and stepwise multiple regression analysis were as follows. 1) Secondary effluent BOD and SS showed negative correlationship with water temperature, with correlation coefficient of -0.1710, and -0.1654 respectively. 2) Correlation coefficient of BOD, SS removal rate and water temperature were 0.1823 and 0.0429 respectively. 3) Regresion equation for estimate of BOD removal rate was as follows $\widehat{Y}_1$ (BOD removal rate)=63.9994+0.5442X(water temperature). And BOD removal rate showed non significant change according to the water temperature. 4) Regression equation for estimate of SS removal rate was as follows $\widehat{Y}_2$ (SS removal rate)=61.6881+0.1514X(Water temperature). And SS removal rate showed non significant change according to the water temperature. 5) According to the Stepwise Multiple Regression analysis, water temperature ranked second order in the BOD removal rate estimation and the equation was as follows $\widehat{Y}_1$ (BOD removal rate)=69.7398+0.2665 $X_1$ (Primary effluent BOD)+0.3562 $X_2$ (Water temperature)-0.0122 $X_3(Flow)+4413.271X_4$ (Organic Loading).

• 한국습지학회지
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• 제9권1호
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• pp.69-78
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• 2007

Constructed wetlands and other aquatic systems have been successfully used for waste and wastewater treatment in either temperate or tropical regions. To treat waste or wastewater in a sustainable manner, the integrated eco-engineering designs are explained in this paper with 2 case studies: (i) a combination of vertical-flow constructed wetland (CW) with plant irrigation systemfor fecal sludge management and (ii) integrated CW units with landscaping at full-scale application for domestic wastewater treatment. The pilot-scale study of fecal sludge management employed 3 vertical-flow CW units, each with a dimension of $5{\times}5{\times}0.65m$ (width ${\times}$ length ${\times}$ media depth) and planted with cattails (Typha augustifolia). At the solid loading rate of 250 kg total solids (TS)/$m^2.yr$ and a 6-day percolate impoundment, the CW system could achieve chemical oxygen demand (COD), TS and total Kjeldahl nitrogen (TKN) removal efficiencies in the range of 80 - 96%. The accumulated sludge layers of about 80 - 90 cm was found at the CW bed surface after operating the CW units for 7 years, but no clogging problem has been observed. The CW percolate was applied to 16 irrigation Sunflower plant (Helianthus annuus) plots, each with a dimension of $4.5{\times}4.5m$ ($width{\times}length$). In the study, the CW percolate were fed to the treatment plots at the application rate of 7.5 mm/day but the percolate was mixed with tap water at different ratio of 20%, 80% and 100%. Based on a 1-year data of 3-crop plantation were experimented, the contents of Zn, Mn and Cu in soil of the experimental plots were found to increase with increasing in CW percolate ratios. The highest plant biomass yield and oil content of 1,000 kg/ha and 35%, respectively, were obtained from the plots fed with 20% or 50% of the CW percolate, whereas no accumulation of heavy metals in the plant tissues (i.e. leaves, stems and flowers) of the sunflower is found. In addition to the pilot-scale and field experiments, a case study of the integrated CW systems for wastewater treatment at Phi Phi Island (a Tsunami-hit area), Krabi province, Thailand is illustrated. The $5,200-m^2$ CW systems on Phi Phi Island are not only for treatment of $400m^3/day$ wastewater from hotels, households or other domestic activities, but also incorporating public consultation in the design processes, resulting in introducing the aesthetic landscaping as well as reusing of the treated effluent for irrigating green areas on the Island.

• KSBB Journal
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• 제19권2호
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• pp.93-97
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• 2004

본 연구는 환경 문제점으로 대두되고 있는 슬러지의 효과적인 저감을 위한 방법으로서 효소를 이용하여 슬러지상 유기물의 가용화율을 높여서 소화조 내에서 미생물의 소화효율을 높이기 위한 것이다. 효소에 의한 슬러지의 가수분해 효율을 높이기 위하여 소량의 오존 (0.02 g $O_3$/g SS, 0.03 g $O_3$/g SS)으로 슬러지를 처리한 후 다양한 효소로 슬러지의 가수분해를 유도함으로써 슬러지의 SCOD를 높여 유기물의 가용화를 향상 시켰다. 여러 가지 효소 중 (Protease, $\alpha$-amylase, glucosidase, lipase)에서 protease가 가장 높은 슬러지의 가수분해 효율을 나타내었다. 오존과 효소로 전처리를 실시한 경우 오존 처리만 한 슬러지에 비해 SCOD 증가량이 높게 나타났으며, 단일 효소보다는 복합 효소를 사용했을 때 유기물의 가용화에 더 효과적임을 확인할 수 있었다. 또한, 효소 전처리시, 효소의 최적온도 조건 (50-6$0^{\circ}C$)을 맞추어 주었을 경우가 상온에서 효소 전처리를 실시했던 경우에 비해 SCOD값이 1.5-2배 정도 증가하여, 더 높은 가수분해 효율을 보였다. 반면, 소화반응에 있어서는, 효소 전처리를 실시한 슬러지와 효소 전처리를 실시하지 않고 오존전처리만을 실시한 슬러지의 소화반응을 비교해 본 결과, 효소전처리를 실시한 슬러지의 SCOD 및 TCOD의 감소량이 오존처리만 실시한 슬러지에 비해 높게 나타났으며, 단일효소보다도 복합효소에서 높은 SCOD와 TCOD의 감소량을 나타내었다. 따라서, 슬러지를 효소로 전처리하는 것은 슬러지 저감에 효과적으로 작용할 수 있을 것으로 기대되며, 이러한 슬러지의 효소 전처리 방법은 다양한 다른 슬러지 처리방법과 함께 슬러지 처리효율을 향상시키기 위한 방법으로 유용하게 이용될 수 있으리라 기대된다. 건전한 환경관리를 위한 유역관리기술 개발의 방향 등을 정리하도록 한다.O와 DABA에 반응하는 자외선 조사에 따른 $^1O_2$의 생성은 taurine의 영향을 받지 않았다. GSH와 MPG는 HOCl의 변성 작용을 뚜렷하게 억제하였다. 이상의 결과로 부터 hyaluronic acid의 변성을 포함한 조직 구성성분의 산화성 손상에 있어서 taurine의 보호 작용은 산소 유리 라디칼에 대한 제거 작용과 관계없으며 HOCl과 $NH_2Cl$에 대한 제거 작용 그리고 taurine과 HOCl 또는 $NH_2Cl$의 복합체 형성에 기인할 것으로 시사된다. Taurine의 치올 기가 HOCl과 $NH_2Cl$에 의한 변성에 부분적으로 보호 작용을 나타 낼 것으로 추정된다.경(製麴72時間頃)의 활성(活性)은 보리쌀국(麴), 밀가루국(麴), 찹쌀국(麴), 고구마국(麴)의 순이었다.험 결과 오전용 사료는 관행적인 산란계 배합사료에서 Ca공급제를 제외한 것을 급여하고, 오후용 사료는 Ca공급제를 3배 첨가한 T2처리로 15:00~16:00시에 교체급여를 하면 사료섭취량 감소와 사료비 절감면에서 바람직할 것으로 사료되며, 고에너지-고단백질-저Ca의 분말사료와 저에너지-저단백질-고Ca의 펠렛사료를 혼합급여하면 산란계의 사료섭취 량과 사료비를 절감할 수 있었으며, 오전사료와 오후사료 별도급여의 번거로움을 피할 수 있는 사양체계로 기대가 되나 보다 더 많은 연구가 필요하다.ericin) which has an amino acid composition suitable for many used in cosmetics, textile finishing agents, animal feeding, etc. The degumming process using electrolytic water is available to reduce treatment

• Geomechanics and Engineering
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• 제8권6호
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• pp.859-872
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• 2015

Pebble matrix filtration (PMF) is a water treatment technology that can remove suspended solids in highly turbid surface water during heavy storms. PMF typically uses sand and natural pebbles as filter media. Hand-made clay pebbles (balls) can be used as alternatives to natural pebbles in PMF treatment plants, where natural pebbles are not readily available. Since the high turbidity is a seasonal problem that occurs during heavy rains, the use of newly developed composite clay balls instead of pure clay balls have the advantage of removing other pollutants such as natural organic matter (NOM) during other times. Only the strength properties of composite clay balls are described here as the pollutant removal is beyond the scope of this paper. These new composite clay balls must be able to withstand dead and live loads under dry and saturated conditions in a filter assembly. Absence of a standard ball preparation process and expected strength properties of composite clay balls were the main reasons behind the present study. Five different raw materials from industry wastes: Red Mud (RM), Water Treatment Alum Sludge (S), Shredded Paper (SP), Saw Dust (SD), and Sugar Mulch (SM) were added to common clay brick mix (BM) in different proportions. In an effort to minimize costs, in this study clay balls were fired to $1100^{\circ}C$ at a local brick factory together with their bricks. A comprehensive experimental program was performed to evaluate crushing strength of composite hand-made clay balls, using uniaxial compression test to establish the best material combination on the basis of strength properties for designing sustainable filter media for water treatment plants. Performance at both construction and operating stages were considered by analyzing both strength properties under fully dry conditions and strength degradation after saturation in a water bath. The BM-75% as the main component produced optimum combination in terms of workability and strength. With the material combination of BM-75% and additives-25%, the use of Red Mud and water treatment sludge as additives produced the highest and lowest strength of composite clay balls, with a failure load of 5.4 kN and 1.4 kN respectively. However, this lower value of 1.4 kN is much higher than the effective load on each clay ball of 0.04 kN in a typical filter assembly (safety factor of 35), therefore, can still be used as a suitable filter material for enhanced pollutant removal.

• 한국물환경학회지
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• 제18권4호
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• pp.365-370
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• 2002

This study aims to study the effect of HRT and influent concentration on swine wastewater treatment using UASB(Upflow Anaerobic Sludge Blanket). Sample was separately collected from the piggery farm; urine(liquid part) and solid part to compare their treatment characteristics. Reactors were used two UASB(3.2 L) in this research under constant temperature ($35^{\circ}C$). Their operating conditions were as follows; Run 1(UASB ; HRT 6-days, 1 cycle/d), Run 2(UASB ; HRT 3-days, 1 cycle/d). Biogas was collected and analyzed using GC(HP-6890). By comparing the results of Run 1 and Run 2, the effect of HRT was investigated. The treatment efficiency of Run 1 which had longer HRT was higher than that of Run 2 in both solid and liquid parts of piggery sample. Methane content in collected biogas is more than 80%.