• 한국수자원학회논문집
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• 제49권1호
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• pp.1-9
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• 2016

원활한 용수공급과 정수장의 효율적이고 경제적인 설계 유지 관리를 위해서 한강수계에 위치하고 있는 두 광역정수장의 원수탁도와 수문자료간의 상관관계를 분석하였다. 광역정수장의 취수원인 댐의 유입유량, 방류량, 강우를 수문자료로서 활용하였으며, 상관관계 분석을 위해서는 상관분석과 주성분분석 기법을 이용하였다. 또한, 탁도변화를 예측할 수 있는 회귀식을 제안하여 탁도 변화 예측을 수행하였다. 충주정수장의 원수탁도는 충주댐의 방류량(0.708)과 와부정수장의 원수탁도는 팔당댐의 유입량(0.805)과 높은 상관성이 높은 것으로 확인되었다. 상관성이 높은 시계열자료를 이용하여 제안한 회귀식의 탁도 예측치는 상수도시설기준에서 제시하고 있는 원수탁도 산정방법을 이용한 경우와 유사한 결과를 도출하였다. 본 연구의 결과는 장래의 원수탁도를 예측하여 추가적인 정수장 건설 및 기존 정수장의 효율적인 유지 관리를 위한 기초 자료를 제공할 수 있을 것으로 판단된다.

• 공업화학
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• 제17권1호
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• pp.37-43
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• 2006

원수의 pH, 응집제의 주입량, 희석배수에 따라 알루미늄계 응집제(Alum, PACS, PACC)의 원수내 인과 탁질의 제거효과를 고찰하였다. 저탁도(20 NUT) 및 적정 pH 6~9하에서 알류미늄계 응집제간의 탁도 제거율의 차이는 뚜렷하게 나타나지 않았다. 그러나 인의 제거율에 있어서는 20~40 ppm의 주입량에 대해서 응집제의 염기도가 증가할수록 감소함을 알 수 있었다. Alum (0%)>PACS (45~50%)>PACC (70%), 고탁도(100 NUT) 하에서는 고분자 응집제인 PACS와 PACC의 응집성능이 단분자 응집제인 Alum보다 뛰어남을 알 수 있었다. 20 NUT의 저탁도에서 직접 주입한 경우와 비교해서, 500~2000배로 희석한 Alum의 경우에는 응집효율의 감소가 나타났으나 희석된 응집제의 체류시간이 증가함에 따라 탁도 및 인의 제거율이 증가하는 경향을 나타내주었다. 반면에 희석된 PACC의 경우에는 분산도의 증가에 기인한 응집성능의 향상이 나타났으나 희석된 응집제의 체류시간이 증가함에 따라 응집효율의 감소가 나타났다. 100 NTU의 고탁도 조건하에서는 Alum과 PACC를 희석하여 주입시 모두 응집성능이 향상됨을 알 수 있었다.

• 한국해양학회지
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• 제22권2호
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• pp.105-118
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• 1987

금강 하구의 에스추어리 환경에서 6차에 걸친 야외조사 및 정선관측이 행해졌 다. 각 조사시기는 모두 다른 조차와 하천배수량의 조건을 보여 주는 기간이었다. 이 연구의 결과로서 금강하구에서의 세립질 퇴적물 퇴적작용에 최대 혼탁수의 형성 과 그 변화가 미치는 영향이 지대함이 나타났다. 금강 에스추어리의 최대혼탁수는 일차적으로 입구에서의 조차가 클 때는 나타나는 현상이며, 바닥 퇴적물의 재부유 에 의해 형성되어 진다. 이 환경에서는 최대 혼탁수가 지속적으로 유지되어 지지 않고, 반일, 반월 및 계절주기의 변화를 나타낸다. 반일 조석주기 동안에는 조류 유 속의 변화로 말미암 아세립질 퇴적물의 퇴적과 재부유가 반복되어 진다. 한편, 최대 혼탁수의 중심은 창조류와 낙조류가 반복되는 것에 상응하여 상-하류 이동을 반복 한다. 채대 혼탁수는 대조기-소조기의 변화에 따른 15주기의 변화를 나타낸다. 이렇 게 하여, 최대 혼탁수는 소조기 동안에 쇠퇴하고 대조기 동안에 확장된다. 하천 배 수량의 계절변화도 또한 최대 혼탁수의 생성과 소멸에 중요한 영향을 미친다. 우기 에 하천배수량이 증가하게 되면 조류가 낙조류 우세를 나타내고, 부유퇴적물들은 쉽게 외해로 유출되어 에스추어리 내에서의 체류시간이 감소되어 진다. 따라서, 이 와 같은 많은 하천배수량의 시기에는, 최대 혼탁수의 발단은 오직 대조기 동안으로 만 국한되어 지며, 조차가 감소함에 따라 최대 혼탁수는 소멸한다.

• 한국막학회:학술대회논문집
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• 한국막학회 2003년도 춘계 총회 및 학술발표회
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• pp.31-38
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• 2003

A pilot scale biofilter pretreatment-microfiltration system (BF-MF) was operated to investigate the effect of biofilter treatment in fouling reduction of microfiltration. Biofiltration was expected to reduce the membrane fouling by removal of turbidity and metal oxides. The hollow-fiber MF module with a nominal pore size of 0.1$\mu$m and a surface area of 8m$^2$ was submerged in a filtration tank and microfiltration was operated at a constant flux of 0.5 m/d. Biofiltration using polypropylene pellets was performed at a high filtration velocity of 320 m/d. Two experimental setups composed of MF and BF/MF, i.e., without and with biofilter pretreatment, were compared. Throughout the experimental period of 9 months, biofilter pretreatment was effective to reduce the membrane fouling, which was proved by the result of time variations of trans-membrane pressure and backwash conditions. The turbidity removal rate by biofiltration varied between 40% to 80% due to the periodic washing for biofilter contactor and raw water turbidity. In addition to turbidity, metals, especially Mn, Fe and Al were removed effectively with average removal rates of 89.2%, 67.8% and 64.9%, respectively. Further analysis of foulants on the used membranes revealed that turbidity and metal removal by biofiltration was the major effect of biofiltration pretreatment against microfiltration fouling.

• 한국환경과학회지
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• 제15권3호
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• pp.237-242
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• 2006

The purpose of this research was to investigate the efficiency of coagulants dose after backwashing. The turbidity of initial effluent was high after backwashing in the rapid sand filtration and the high turbidity was almost removed by coagulants dose into filter-sand after backwashing. It was found that the turbidity of initial effluent was well removed by all kinds of the coagulants used in this study. When filtration was performed input water with differentiated pH's, the turbidity of effluent was low at the range of pH 5 - pH 7. But the removal was not good about over pH 9. This result was considered into the existence forms of aluminium, $Al(OH)^{2+}\;and\;{Al(OH)_2}^+$ at pH 5. Cryptosporidiums of effluent were 4/ml for ten minutes immediately after back washing and 3/ml until sixty minutes. However, the case of coagulant dose after backwashing, Cryptosporidiums of effluent were 0.5/ml for ten minutes with no detection after twenty minutes.

• 한국해양학회지
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• 제11권1호
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• pp.9-17
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• 1976

Multispectral scanner data collected by LANDSAT-1 over the mid West Sea of Korea were analyzed and interpreted for delineation of coastal features and turbidity distribution patterns during different portions of the tidal cycle. Imagery from two successful LANDSAT-1 overpasses of the area in October 1972 and in October 1973 had been used to prepare schematic maps of coastal features and turbidity distributions. Color composite imagery of LANDSAT MSS 4, 5 and 7 gave the best representation of shorelines, coastlines and tidal flats. MSS 5 imagery was most effective in differentiating relative turbidity levels through density slicing techniques. Referring to the tidal power development of Garolim Bay, the basin area measurements assuming dyke construction at the bay entrance, have been carried out on the coastal reature maps comiled from LANDSAT imagery, and those results were correlated with existing data. General areal patterns of surface turbidity distribution in the study area revealed close similarity with bathymetry of the area. Synoptic circulation patterns were also well discriminated from the LANDSAT imagery using the suspended sediment as a tracer.

• 한국환경보건학회:학술대회논문집
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• 한국환경보건학회 2005년도 국제학술대회
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• pp.381-385
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• 2005

Characterization of particle behavior is becoming more important in performance evaluation of water treatment system as well as in operation of the system because conventional parameter, turbidity has lack of explaining ability on small sized microorganisms such like Cryptosporidium etc. Accordingly, particle counter has been introduced in evaluation and operation of the treatment system. However researches on the relationship between turbidity, particle count and/or different sand/anthracite sizes have not been concurrent. Therefore in this study, the relationship was investigated to improve performance evaluation of sand filter so as to help choosing sand/anthracite effective size as a design parameter of water treatment facility. According to the results, too small or too large effective size media filter reached to turbidity limit(0.1 NTU)earlier. However, because shallow sand layer may cause early breakthrough, the depth of sand layer should be provided enough in order to compromise water quality and productivity.

• 환경영향평가
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• 제18권6호
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• pp.377-386
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• 2009

Due to severe flooding, the long-term residence of turbidity flows within the stratified Daecheong Reservoir have lengthened. A long-term residence of turbidity flows within the stratified Daecheong Reservoir after floods has been major environmental issue. The objective of this study was to assess the impact to water supply from the hydrodynamics and turbidity outflow. Two gate operation scenarios were investigated. Scenario A refers to gate operations according to rainfall events, and scenario B refers to gate operations according to inflow. From the results of secenario A, the SS concentrations decreased from 0.44mg/l to 0.54mg/l at the front of the dam, whereas SS concentrations increased from 0.24mg/l to 1.24mg/l at the intake points at Munhi and Daejeon. From the results of scenario B, the SS concentrations decreased from 0.61mg/l to 0.83mg/l at the front of Dam; howeve, SS concentrations also decreased from 0.16mg/l to 0.48mg/l at the intake points at Munhi and Daejeon. It seems that it may be more efficient to control turbidity by creating additional outflows of generated discharge after intensive rainfalls than not.

• 한국물환경학회지
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• 제26권1호
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• pp.44-51
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• 2010

A lab-scale apparatus for turbid water transport control was tested and examined. The channel had a dimension of $100cm{\times}30cm{\times}15cm$ (length${\times}$hight${\times}$width). And the turbidity water was prepared using two types of particles, bentonite and loess. The channel equipped with filamentous mat was operated under various shock load conditions. In the control channel, instantly, turbid water mixed with the clean water inside the channel and turbidity prevails the entire channel. While in the mat-equipped channel, it increases only at the bottom. Overall, the filamentous mat gave capture efficiency of 70~90% compared with the control group. The capture efficiency of turbid particles decreased with increased input turbidity flux. The result of experimental run on how turbid particles are separated in the mat channel shows that settling, filtration and attachment are the main processes. Meanwhile, turbidity was diffused from the channel bottom due to turbidity gradient before and after mat zone. The particle size before mat zone was lightly coarser than that after mat zone.

• 한국식품영양과학회지
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• 제28권4호
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• pp.810-815
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• 1999

The pectinase treatment conditions for clarification of persimmon vinegar were optimized and monitored by response surface methodology. In clarification of persimmon vinegar by pectinase treatment with variations in temperature, time and concentration, coefficients of determinations(R2) of the models were above 0.91(p<0.05) in turbidity, browning color intensity and tannin content. The turbidity of persimmon vinegar was decreased along with an increase of pectinase treatment temperature. The minimum value of turbidity by pectinase treatment was 0.0021(absorbance at 660nm) in 49.38oC of pectinase treatment temperature, 73.08min of pectinase treatment time and 55.57ppm of pectinase concentration. The minimum value of browning color intensity by pectinase treatment was 0.27(absorbance at 660nm) in 48.39oC, 71.74min and 65.69ppm. The minimum value of total tannin contents by pectinase treatment was 43.72mg/100 ml in 40.05oC, 66.02min and 65.26ppm. The optimum conditions of pectinase treatment that satisfies the least common multiple of turbidity, browning color and tannin content were 40~50oC, 60~70min and 55~70ppm.