• 한국수산과학회지
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• 제31권6호
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• pp.914-919
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• 1998

육상 수조식 양식장의 유입수에 망목 60$\mu$m 스크린필터 및 조사량 0.5 mWS/$cm^2$ 자외선등, 배출수에 망목 90 $\mu$m 드럼필터를 설치$\cdot$운행하여 어류사육수조의 유입수와 배출수의 정화효과를 검토하였다. 유입 수에 60$\mu$m 스크린필터와 조사량 0.5 mWS/$cm^2$의 UV, 배출수에 90 $\mu$m 드럼필터의 설치$\cdot$운행에 따른 수온, 염분, $NO_3-N,\;NO_2-N,\;NH_4-N,\;PO_4-P$, DO 및 COD에 대한 정화효과는 인정되지 않았다. 그러나, 유입수에 60$\mu$m스크린필터의 설치$\cdot$운행에 의한 부유물질과 탁도는 각각 $48.7\~65.6\%$ (평균, $52.8\%$), $33.3\~42.5\%$ (평균, $35.9\%$)가 제거되었고, 조사량 0.5 mWS/$cm^2$의 UV의 설치$\cdot$운행에 따른 세균 및 비브리오 균수는 각각 $16.7\~20.2\%$ (평균, $19.2\%$), $20.0\~21.9\%$ (평균, $20.9\%$)가 살균되었다. 또한, 배출수에 90 $\mu$m 드럼필터의 설치에 따라 부유물질은 $42.7\~52.6\%$ (평균 $46.9\%$), 탁도는 $27.7\~29.9\%$ (평균 $28.3\%$)의 제거효율을 나타내었다.

• 상하수도학회지
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• 제21권4호
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• pp.503-508
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• 2007

Small scale D-water treatment plant(WTP) where has slow sand filtration was using raw water containing high concentration of manganese (> 2mg/l). The raw water was pre-chlorinated for oxidation of manganese and resulted in difficulty for filtration. Thus, sometimes manganese concentration and turbidity were over the water quality standard. Two stage rapid manganese sand filtration pilot plant which can treat $200m^3/d$ was operated to solve manganese problem in D-WTP. The removal rate of manganese and turbidity were about 38% and 84%, respectively without pH control of raw water. However, when pH of raw water was controlled to average 7.9 with NaOH solution, the removal rate of manganese and turbidity increased to 95.0% and 95.5%, respectively and the water quality of filtrate satisfied the water quality standard. Manganese content in sand was over 0.3mg/g which is Japan Water Association Guideline. The content in upper filter was 5~10 times more than that of middle and lower during an early operation but the content in middle and lower filter was increased more and more with increase of operation time. This result means that the oxidized manganese was adsorbed well in sand. Rapid manganese sand filter was backwashed periodically. The water quality of backwash wastewater was improved by sedimentation. Thus, turbidity and manganese concentration decreased from 29.4NTU to 3.09NTU and from 1.7mg/L to 0.26mg/L, respectively for one day. In Jar test of backwash wastewater with PAC(Poly-aluminum chloride), optimum dosage was 30mg/L. Because the turbidity of filtrate was high as 0.76NTU for early 5 minute after backwash, filter-to-waste should be used after backwash to prevent poor quality water.

• 생태와환경
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• 제45권3호
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• pp.314-321
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• 2012

본 연구에서는 탁수농도에 따라 생물서식지에 영향을 주는 스트레스 지수를 활용하여 탁수에 대한 어류영향실험을 수행하였다. 국내 하천에서 우점비율이 가장 높은 피라미를 대상으로 발생단계별로 탁수에 대한 모의실험을 수행한 결과 발생 초기단계에서는 탁수에 대한 반응이 민감하게 나타났지만 성체단계에 이르면서 고탁수에 대한 적응하는 것으로 나타났다. 그 외 어종에 대한 탁수반응은 어종별 내성도에 따라 다르게 나타난다. 따라서 본 연구결과는 향후 수생태 건강성평가와 연계하여 하천의 건강성상태를 결정한 후, 평가등급에 따라 탁수에 대한 농도와 배출 허용기간을 적용하는데 유용한 지표가 될 것으로 기대한다.

• 대한환경공학회지
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• 제39권12호
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• pp.689-697
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• 2017

자성기반 가중응집제를 적용한 새로운 응집/침전법을 정수처리공정에 적용하기 위한 기초연구로써 반응표면분석법(RSM)을 이용하여 반응에 큰 영향을 주는 것으로 알려진 pH, 일반 응집제 사용량, 가중 응집제 사용량에 관한 최적의 반응조건을 도출하고자 하였다. 이때, 일반 응집제는 Poly aluminium chloride (PAC)를 사용하였고 가중응집제는 Magnetite 기반의 자성체를 사용하였으며, Kaolin으로 제조한 합성원수를 Jar-tester를 이용하여 응집실험을 실시하였다. 사전에 Box-Behnken design에 의하여 계획된 17가지 실험조건으로 상기 3개의 독립변수들이 반응변수(탁도 제거율 및 플럭의 평균 침강속도)에 미치는 영향과 최적 반응을 유도하기 위한 독립변수의 최적치를 얻고자 하였다. 실험 후에는 2가지 반응변수의 이차 회귀모델을 도출하였으며, 이를 이용하여 독립변수와 반응변수 간의 상관관계를 도출하고자 반응표면분석을 실시하였다. 반응표면 분석결과 탁도 제거율 및 플럭의 평균 침강속도에 대한 $R^2$값은 0.9909, 0.8295이었고 두 가지 반응변수를 모두 고려한 최적의 반응조건은 pH 7.4, PAC 사용량 38 mg/L, 가중응집제 사용량 1,000 mg/L이었으며 이때 탁도 제거율 97%, 평균 침강속도가 35 m/h 이상의 효율에 도달하였다.

• 상하수도학회지
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• 제33권5호
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• pp.353-366
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• 2019

This research proposes an optimal flushing operation technique in an effort to prevent secondary water pollutions and accidents in aged pipes, and to improve the cleaning effect of unidirectional flushing. Water flow directions were analyzed using EPANET 2.0, while flushing and air scouring experiments in forward and reverse directions were performed in the field. In 42 experiments, average residual chlorine concentration and turbidity were improved after cleaning compared to before cleaning. It was found that even when the same cleaning method was used, further improvement of cleaning effect was possible by applying air injection and reverse direction cleaning techniques. By means of one-way ANOVA(Analysis of variance), it was also possible to statistically verify the need of actively utilizing air injection and reverse direction cleaning. Based on correlation between turbidity and TSS, the total amount of suspended solids removal was estimated for 874 flushing operations and 194 air scouring operations. The result showed that air scouring used more discharge water than flushing by an average of $4.9m^3$ yet with larger amounts of suspended solids removal by an average of 145.9 g. The result of analysis on turbidity values from 887 flushing operations showed low cleaning effect of unidirectional flushing for the pipes with diameters over 300 mm. In addition, the turbidity values measured during cleaning showed an increasing tendency as pipe age increased. The methodology and results of this research are expected to contribute to the efficient maintenance and improvement of water quality in water distribution networks. Follow-up research involving the measurement of water quality at regular time intervals during cleaning would allow a more accurate comparison of discharge water quality characteristics and cleaning effects between different cleaning methods. To this end, it is considered necessary to develop a standardized manual that can be used in the field and to provide relevant trainings.

• 한국농공학회지
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• 제45권6호
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• pp.194-206
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• 2003

A pilot study was performed to examine the feasibility of the pond system for further polishing of treatment wetland effluent to agricultural reuse of reclaimed water. The constructed wetland and pond system was installed in Konkuk University and the effluent from septic tank of school building was used as an influent to the wetland system. The effluent of the wetland was used as an influent to pond systems. The influent concentrations of total coliform(TC), fecal coliform (FC), and E. coli were about $10^5$MPN/100 ml, and they were reduced to less than 10,000 MPN/100 ml on average after wetland treatments, showing over 95 % removal. And they were further reduced to less than 1,000 MPN/100 ml in average, showing over 85∼93 % removal after pond treatment. Turbidity and SS were improved effectively on average and their pond effluent concentration was about 4.5 NTU and 9.8 mg/L in average, respectively Average $BOD^5$ concentrations were also reduced substantially to 9.3 mg/L with about 83 % removal rate after wetland and pond treatment systems. Nutrients removal was relatively low and removal rate for T-N and T-P was less than 43 and 44%, respectively after wetland and pond treatment. Considering stable performance and effective removal of bacterial indicators as well as other water quality parameters, low maintenance, and cost-effectiveness, pond system was thought to be an effective and feasible alternative for agricultural reuse of reclaimed water. This paper describes a preliminary result Iron pilot study and further investigations are recommended on the optimum design parameters before full scale application.

• 환경영향평가
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• 제17권6호
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• pp.349-356
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• 2008

This paper aims to understand the effects of a turbidity flow intrusion on eutrophication in Daecheong Dam Reservoir. CE-QUAL-W2, a two-dimensional hydrodynamic and water quality model, is applied. The elevation of the reservoir water surface is used to validate the hydrodynamic model parameters and maximum fluctuations in the water surface elevations reaches about 1 m in the reservoir. During the heavy storm season, July, the thermocline submerged to less than 30 m below the surface. The thickness of the thermocline also reduced to 10 to 15 m. While the average TSS in June, the beginning of the monsoon was still low but it peaked in July due to heavy rainfall. Vertical profiles of the TSS regime in July indicated higher concentration in upper water layers and then the regime moves gradually downward in accordance with the time lapse. Due to the dam spillway opening, high concentrations of TSS attributed to storm turbidity ascended to the upper water layer by following the upward current movement and then, the regime precipitated to a layer below 30 to 40 m after September.

• 상하수도학회지
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• 제28권2호
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• pp.249-255
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• 2014

So many drinking water treatment plants are under various difficulties by new reinforced effluent standards. Since the target turbidity, much higher than annual average, for designing sludge thickener have to be set to confront high turbidity season, the sludge at thickener should be put up for a long time during usual days. So the soluble manganese and chloroform may be formed under the anaerobic environment in the sludge thickener when the sludge retention time is longer with low turbidity. This phenomenon results in difficulties to keep regulatory level of the discharged effluent. For an effort to overcome the problems, a sludge aeration was successfully implemented into the thickening process. As a result, the final effluent quality and sludge volume were much improved; 41 % of manganese, 62 % of chloroform and 35 % of sludge volume. Additionally, effluent quality was improved ; 61 % of Manganese on aeration with pH control and we could make sure of stability effluent quality despite a long sludge retention time. We recommended the standard of installation sludge aeration equipment to nationally supply water treatment plant under effluent water quality problem ; Manganese, Chloroform, etc.

• Preventive Nutrition and Food Science
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• 제11권2호
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• pp.155-159
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• 2006

Models capable of predicting the product quality of mixed apple and carrot retentates (MACR) have been developed using response surface methodology and used to characterize the effects of processing conditions including average transmembrane pressure (ATP), temperature, and blend ratio. Color, soluble solids, total sugar, vitamin C, acidity, turbidity, and viscosity were used to assess the product quality following the ultrafiltration (UF) process. $L^*-value$ decreased with increased ATP, but the value was not affected by changes in temperature. Blend ratio also greatly influenced the $L^*-value$. Redness ($a^*-value$), on the other hand, was less affected by temperature and ATP. As the ATP and temperature increased, yellowness increased gradually. Soluble solids contents appeared to decrease gradually as the ATP increased for all blend samples, but the effect of temperature seemed to be less. Total sugar content was more affected by temperature than ATP. In general, samples containing 75% carrot had higher amounts of vitamin C regardless of processing conditions. Changes in acidity were also complex and appeared to respond to interactions among ATP, temperature, and blend ratio. Turbidity increased for all samples as both ATP and temperature increased. The higher the amount of carrot in the blend samples, the higher values for turbidity. Although the changes were small, viscosity appeared to increase as the ATP and temperature increased during UF.

• 상하수도학회지
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• 제18권1호
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• pp.66-72
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• 2004

In this study, quantity and quality of collected rainwater by sand, gravel, soil, lawn and concrete surface, as collection materials were investigated and Rainwater Collection Prediction Model was developed to predict the amount of collected rainwater. The quantity of collected rainwater in concrete surface, gravel, sand, soil and lawn collection system was 1,067L(93.2%), 1,006L(87.8%), 902L(78.8%), 800L(69.9%), 788.5L(68.8%) for 8 months period, respectively. The average turbidity of collected rainwater in concrete surface, gravel, sand, soil and lawn collection system was 3.2NTU, 2.2NTU, 1.9NTU, 1.7NTU, 1.5NTU for 8 months period, respectively. For sand collection material, predicted amount by the Model and actual collected amount were 931.5L and 902L, which were very closed. For gravel collection material, predicted amount by Model and actual collected amount were 1,028.21. and 1,006L, which were very closed. To simulate the optimal rainwater storage volume, the rainfall and evaporation data in Dae-jeon city were used. For sand collection system with 30m2 area, the maximum storage volume was $17m^3$ and 62% of the year was secured for use of 240L/day.