• 대한환경공학회지
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• 제30권7호
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• pp.683-687
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• 2008

수중에 포함된 진흙 및 흙탕물 등의 부유물질을 제거하기 위해 자연 침강방법을 이용할 경우 수처리 시간이 장시간 소요됨으로써, 거대설비가 필요할 뿐만 아니라 이에 따른 많은 인력이 동원되어야 한다는 단점을 가지고 있다. 따라서 본 연구에서는 진흙 및 흙탕물 등의 부유물질을 제거하기 위한 방법으로 자성분말체를 이용하여 황토수의 부유물질을 고속으로 제거하기 위한 조건을 확인하였다. 부유물질이 0.3%인 황토수의 부유물질을 고효율적으로 제거하기 위해서는 수중의 pH가 7.0$\sim$7.5, 마그네타이트의 자성분말체가 0.1$\sim$0.2%, 무기응집제인 황산알루미늄이 알루미늄으로서 13 ppm, 아크릴아마이드 계열의 고분자응집제 0.5 ppm의 농도를 유지함으로써, 황토수의 부유물질 제거율이 극대화되었다.

• 한국식품영양과학회지
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• 제23권4호
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• pp.660-665
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• 1994

Treatment of rice-washing wastewater was considered under various pH levels and chitosan concentrations. Compared with the control test, addition of chitosan at the various concentrations did not noticeably enhanced turbidity reduction at pH 4 and 5 , but greatly enhanced at above pH 6. However, reduction of turbidity in the wastewater, irrespective of chitosan concentrations, was the greatest at pH 4 and became lower by increasing pH. Suspended solids in the wastewater were the most effectively recovered by pH adjustment of the wastewater to 4 followed by centrifugation, with over 99% reduction in turbidity . Different concentrations of suspended solids in the wastewater and various kinds of acids used for p/H adjustment did not affect turbidity reduction. Increasing storage periods of the wastewater resulted in lower reductions in turbidity.

• 한국해양공학회지
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• 제15권4호
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• pp.34-45
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• 2001

In the persent study, we conducted numerical experiments using a three-dimensional baroclinic equation model and a Lagrangian method for clarifying the hydrodynamics in Osaka Bay under the yearly mean discharge and visualizing the behaviour of particles of different settling velocity discharged from Yodo River and sedimentation pattern on the sea bottom. Particles are transported from the Yodo River to the south direction by the residual circulation of the bay head at the first stage, and after most of suspended solids particles are settled down at any layer and returned in the south-east coastal area through bottom layers by an estuarine circulation. The results show that estuarine circulation plays an important part of suspended solids transportation in the Osaka Bay.

• 한국지반환경공학회 논문집
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• 제11권8호
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• pp.25-32
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• 2010

석유계 탄화수소 화합물로 인한 토양과 지하수 오염은 환경과 건강에 영향을 미치는 주된 원인으로 제기되어 왔다. 이러한 오염물질들은 흡착포, 활성탄 또는 중력 방식의 유수분리 장치 등을 이용하여 처리하고 있다. 하지만 이러한 경우 자유상 유류(free product)로 존재하는 경우에는 효과적이나 에멀젼 상태의 유류는 제거할 수 없는 것으로 알려져 있다. 따라서 본 연구에서는 굴착시 예상되는 지하수의 고농도 현탁성 고형물로 인한 지하수 처리시 문제점과 TPH(Total Petroleum Hydrocarbon)를 어떻게 효율적으로 제거할 수 있는지 방안을 제시하고자 한다. 고분자 폴리머를 사용하여 혼화 응집 실험을 수행한 결과 5분 이내에 SS(Suspended Solids)와 COD(Chemical Oxygen Demand) 농도가 지하수 수질 기준을 만족하는 것을 나타났으나, TPH 농도는 방류수 수질 기준을 만족하지 못하는 것으로 나타났다. DAF(Dissolved Air Flotation) 실험 결과 단일 DAF 공정으로는 방류수 수질 기준을 만족하지는 못하였다. 단일 DAF 반응조를 이용하여 DAF와 혼화 응집 반응을 동시에 수행하는 경우 20분에 모든 기준을 만족하는 것으로 나타났다.

• 상하수도학회지
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• 제22권5호
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• pp.551-559
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• 2008

An experimental study was carried out to evaluate the potential of flotation process for the secondary clarifier of an activated sludge process. Flotation techniques, applied in this study, include electrofloation (EF) which generated fine bubbles smaller than $35{\mu}m$ in average and diffuser flotation (DF) which generated fine bubbles smaller than $55{\mu}m$ in average. The batch experiments were done with activated sludge displaying various characteristics. It was shown that the efficiency of solids/liquid separation was reduced as the diluted sludge volume index ($DSVI_{30}$) of activated sludge increased. The dependency, however, gradually decreased as the gas to solids (G/S) ratio increased. Thickening efficiency of EF was more than 2~10 times and DF process was more than 1.5~5 times as compared with gravity sedimentation (GS). Stable sludge blanket was maintained regardless of sludge settleability when the G/S ratio was 0.019 in the EF. On the other hand, Serious deterioration in the sludge blanket was observed in the DF depends on G/S ratio and sludge settleability. And For EF and DF, the suspended solids concentration of effluent was not nearly influenced on settleability of activated sludge and more clear than GS. A biological nutrient removal (BNR) process, combined with EF as a secondary clarifier was operated for three months. The mean MLSS (mixed liquid suspended solids) concentration in the reactor and mean solids concentration of return sludge were estimated to be 5,340 mg/L and 16,770 mg/L, respectively. The water quality of effluent was considerably stable and low value was accomplished, that was, standard suspended solids concentration $0.07{\pm}0.51mg/L$ and standard turbidity $1.44{\pm}0.56NTU$. The EF could be applicable for enhancement of efficiency of activated sludge system as well as improvement of the water quality of effluent.

• 에너지공학
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• 제23권3호
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• pp.17-20
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• 2014

수중에서 인, 질소의 함유농도는 부유고형물의 농도에 비례하여 증가하기 때문에 부유고형물의 제거는 유기물과 함께 질소, 인을 동시에 제거할 수 있다. 부유고형물은 수중에 미분체를 투입하면 투입된 미분체와 부유고형물 사이에는 반데르발스 힘과 같은 인력이 작용하여 응집이 형성되고 이 응집덩어리는 자성을 띠게 된다. 이와 같은 자성응집덩어리를 자력에 의해 형성된 자성 매트릭스에 직접 부착시켜 분리 제거함으로써 오수를 세정할 수 있다. 본 자료는 자성분리기술과 관련하여 오수 내의 부유고형물의 제거특성에 대한 것을 실험적으로 평가하고 부유물의 제거효율에 대하여 규명하고자 한다.

• Fisheries and Aquatic Sciences
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• 제13권2호
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• pp.133-139
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• 2010

The effects of suspended solids size on culture water quality were determined in a commercial recirculating aquaculture system (RAS) for Japanese eel, Anguilla japonica. The particulate phase of the culture water was serially divided into six size fractions using 300, 200, 100, 75, 45, and 26 ${\mu}m$ pore size stainless sieves. The total, dissolved, and particulate nitrogen and phosphorus, and suspended solids for each fraction were determined. The concentration ranges in the fractions were: total nitrogen, 164-148 mg $L^{-1}$; total phosphorus, 20.4-15.5 mg $L^{-1}$; and total suspended solids, 8.1-6.1 mg $L^{-1}$. The concentration of total nitrogen and total phosphorus decreased significantly (P<0.05) with a 26 ${\mu}m$ and 200 ${\mu}m$ filter pore size, respectively. Nutrients from dissolved organic substances were much higher than from particulates. Analysis of particle size fractionation and its effects on water quality is useful to estimate removal efficiencies of a commercial effluent screening device for solid management and development of solid removal systems.

• 한국광물학회지
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• 제32권2호
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• pp.103-111
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• 2019

본 연구에서는 안동댐과 임하댐의 퇴적물과 유입되는 부유물의 특성을 색도분석, X-선회절분석 및 유도플라즈마/질량분석법을 이용하여 분석하였다. 안동댐과 임하댐으로 유입되는 부유물 및 댐 퇴적물의 광물조성은 석영, 사장석, 녹니석, 일라이트이며 소량의 몬모릴로나이트와 캐올리나이트를 포함하고 있다. 안동댐 퇴적물과 다르게 임하댐 퇴적물에는 다량의 방해석을 포함하고 있다. 색도는 시료에 따라 약간의 차이가 있지만 회갈색에서 어두운 주황색 정도이다. 퇴적물의 중금속 농도는 안동댐이 임하댐보다 더 높다. 안동댐과 임하댐 퇴적물과 유입 부유물질의 주요 중금속 농도는 미국의 국립해양대기관리청의 기준을 적용할 경우 높은 오염도를 나타낸다. 안동댐 퇴적물의 중금속 농도가 임하댐보다 높은 것은 안동댐으로 유입되는 부유물질의 중금속 농도가 임하댐으로 유입되는 부유물질의 중금속 농도보다 높기 때문이다.

• 상하수도학회지
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• 제18권2호
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• pp.228-234
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• 2004

Dissolved air flotation (DAF), in which suspended solids are removed from water by means of micro-size air bubbles raising slowly up in water and lifting solids from water (smaller than those) attached onto the micro-bubbles as well as those (larger than solids) being attached on these, have been used in water and wastewater since 1920s. The dissolved air flotation technology was originally based on the laminar flow conditions prevailing in water to be treated, but the latest development in that technology has led now to a situation, in which the flow conditions may also be turbulent ones in the modem dissolved air flotation units. Despite of that, the flotation phenomenon used in this unit operation for removal suspended solids from water or wastewater is still the same.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2001년도 ICCAS
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• pp.97.1-97
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• 2001

One of the main problems to constitute control method on biologically oriented wastewater purification processes, e.g. activated sludge process, sequential batch reactor, rotating bio-disk contactor, etc. is that it is hard to control the target component directly. For instance, while biochemical oxygen demand, suspended solids, and chemical oxygen demand are the key components to check the process performance, one may not control them directly since they are the results of microbial activities related to numerous physiochemical factors. Therefore controllers for bioprocess should be designed to make favorable condition for microorganisms´ living, e.g. dissolved oxygen level favorable, mixed liquor suspended solids concentration suitable ...