• 유기물자원화
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• 제29권3호
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• pp.5-16
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• 2021

본 연구에서는 MBR 공정 내 폭기조에서 순산소 용해와 일반 공기 폭기의 효율에 대한 비교·평가를 통해 순산소의 MBR 공정 적용성에 대해 평가 하였다. 순산소 장치에 의한 유기물 및 암모니아 산화 여부에 대해 평가하였으며, 실폐수(음식물류 폐기물의 혐기성소화 유출수) 적용 과포화산소용해 효율 평가를 진행하였다. 순산소용해와 일반공기폭기 방법의 SCOD, 암모니아 제거율과 속도는 비슷하였다. 하지만, 순산소 용해에 의한 미생물 수율이 일반공기폭기법에 의한 미생물 수율보다 약 0.03 g MLSS-produced/g SCOD-removed 낮아 잉여슬러지 처리 비용이 감소될 수 있을 것이라 판단된다. 음식물류 폐기물의 혐기성 소화 유출수의 고농도 유기물 (4,000 mg/L) 및 암모니아 (1,400 mg/L)의 제거율을 순산소용해와 일반공기폭기법을 비교한 결과, 순산소 용해기가 일반공기폭기법에 비해 유기물 제거율이 약 13% 가량 더 높게 평가되었다. 또한, MLSS의 경우 일반공기폭기법이 순산소장치에 비해 0.3배가량 높았다. 이는, 순산소장치의 경우 폭기조 내에 용존산소가 충분히 유지, 공급되기 때문에 슬러지 자산화가 고도로 진행된 결과로 판단되었다. 따라서, 고농도 유기물을 함유한 폐수 처리를 위한 방법으로는 기존에 많이 사용되었던 일반공기폭기법보다 순산소장치를 활용하는 것이 경제적인 면에서 더 유리할 것으로 판단되었다.

• 한국수산과학회지
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• 제26권5호
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• pp.502-509
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• 1993

Submerged filter process was used to evaluate the nitrifying efficiency of ammonia in the recycling water of marine aquatic culture system. The ammonia removal efficiency was achieved as high as $99\%$ at the hydraulic surface loading rate of up to $4.3{\ell}/m^2-day$. And the nitrite accumulation did not occur in the reactor even when the hydraulic surface loading rate of up to $36.8{\ell}/m^2day$ was applied. In the present study, the relationship between the effluent ammonia concentration and ammonia surface loading rate was formulated as an equation. The attachment rate of biofilm on the filter media at the ammonia surface loading rate of 62.3 and $311.7mg/m^2day$ was 15 and $55mg/m^2-day$, respectively, showing the linear relationship between the attachment rate and ammonia loading rates. Biofilm thickness and density of the filter media were found to be the function of the ammonia loading rate.

• 대한안전경영과학회지
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• 제17권1호
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• pp.149-168
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• 2015

It is expected that the temperature in Pyeongyang will be similar to that ($16.6^{\circ}C$) in Seogwipo in the late 21st century, and most of South Korea will enter the subtropical climate due to climate change. Change in the precipitation pattern like the range of fluctuation caused by climate change will lead to expanded uncertainty in securing reliable water supply, along with a serious impact on demands for living and industrial water due to change in the volume and period of river outflow. As industrial water for production activities is estimated based on the contract quantity, it is difficult to apply rationalization of water usage and incentives in water recycling. Therefore many companies are making efforts in complying with the effluent standard while spending few resources on such rationalization and recycling. This study researched water risk management over 115 Korean companies by 28 questions in 4 categories. Through the research, this study aims to understand water risk management levels and seek response plans.

• 한국양식학회지
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• 제6권4호
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• pp.311-321
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• 1993

Ammonia accumulation is regarded as the limiting factor of the first priority in water qualities of aquatic culture systems. Nitrification efficiency and characteristics in seawater were evaluated using Rotating Biological Contactor (RBC) process as a part of the recycling water treatment facilities for marine fish culture system. Ammonia removal efficiency regarded 99.7 to $83.7\%$ at the ammonia surface loading rates of 48 to $393 mg/m^2$ -day. RBC process was able to withstand to the fluctuation of influent ammonia concentrations and loading and produced the stable effluent. The mathematical model on the fixed-film biological reactor developed by Kornegay seemed to be suitable to RBC process kinetic evaluation for the recycling water treatment of the marine fish culture system. Area capacity constant (P) and half-velocity constant (Ks) in the model were 0.188g/m^2$-day and 1.25mg/l, respectively.

• 자원리싸이클링
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• 제9권4호
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• pp.56-62
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• 2000

본 연구에서는 하.폐수 처리를 효과적으로 할 수 있도록 각종 비금속 광물들을 혼합하여 부착성 및 토양 미생물의 활동을 촉진시킬 수 있게 광물 소결체를 이용한 합병정화조를 도입하여 주택용 소규모의 생활 하수를 발생원에서 바로 처리하기 위하여 단독주택 2가구를 대상으로 소규모형 무산소-호기 공정 합병정화조 실험 장치를 설치하여 실험하였다. 그 결과 COD.BOD의 방류수는 10mg/l 전후로 나타났고 총질소 (T-N)는 60~70% 정도까지 제거시킴으로 인해 외부에서 탄소원을 첨가하지 않고도 탈질을 할 수 있음을 확인 할 수 있었다. 또한 춤인(T-P)은 80%이상의 제거 효율을 나타내어 생물학적 처리 가능성을 확인할 수 있었다.

• 유기물자원화
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• 제10권1호
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• pp.68-74
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• 2002

본 연구는 매립지로의 재순환에 의해 생물학적으로 전처리된 생활폐기물 위생매립장의 침출수를 대상으로 잔류된 생물학적 난분해성 부식질(humus)과 잔류 색깔(color)의 제거를 위해 전기분해법의 적용가능성을 검토하기 위해서 수행되었다. 연구를 통해 얻어진 결과는 다음과 같다. 1) 매립층을 통과한 침출수의 전기분해에서 CODcr과 Color의 제거율은 70~80%범위였고, Color의 제거에서 전기분해만으로도 배출기준을 충족하고 있음을 나타내었다. 2) pH7~8범위에서 가장 높은 제거율을 나타내었다. 3) 양극(+)으로 Al, Fe, Stainless를 사용했을 때 CODcr과 Color의 제거율은 Fe, Al, Stainless순으로 높았고, 반응물의 침전성 또는 전기적인 응집 후의 제거효율을 고려하면 Fe전극이 가장 높았다. 4) 본 연구에서 CODcr과 Color의 동시 제거를 위한 조건은 양극(+)은 Fe, 전극간격은 2cm 그리고 8volt의 전압에서 40분간이었다.

• Biotechnology and Bioprocess Engineering:BBE
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• 제5권5호
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• pp.355-361
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• 2000

A recycling reactor system operated under sequential anoxic and oxic conditions for the treatment of swine wastewater has been developed, in which piggery slurry is fermentatively and aerobically treated and then part of the effluent is recycled to the pigsty. This system significantly removes offensive smells (at both the pigsty and the treatment plant), BOD and others, and may be cost effective for small-scale farms. The most dominant heterotrophic were, in order, Alcaligenes faecalis, Brevundimonas diminuta and Streptococcus sp., while lactic acid bacteria were dominantly observed in the anoxic tank. We propose a novel monitoring system for a recycling piggery slurry treatment system through the use of neural networks. In this study, we tried to model the treatment process for each tank in the system (influent, fermentation, aeration, first sedimentation and fourth sedimentation tanks) based upon the population densities of the heterotrophic and lactic acid bacteria. Principal component analysis(PCA) was first applied to identify a relationship between input and output. The input would be microbial densities and the treatment parameters, such as population densities of heterotrophic and lactic acid bacteria, suspended solids(SS), COD, NH$_4$(sup)+-N, ortho-phosphorus (o-P), and total-phosphorus (T-P). then multi-layer neural networks were employed to model the treatment process for each tank. PCA filtration of the input data as microbial densities was found to facilitate the modeling procedure for the system monitoring even with a relatively lower number of imput. Neural network independently trained for each treatment tank and their subsequent combined data analysis allowed a successful prediction of the treatment system for at least two days.

• 한국축산시설환경학회지
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• 제17권3호
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• pp.181-188
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• 2011

돈분뇨 슬러리 2차 처리수를 대상으로 하여 오존과 과산화수소 등을 적용한 시험결과를 요약한 주요결과는 다음과 같다. 1. 동일한 시료에 동일한 처리시간 동안 처리하였을 경우, 주입한 오존 농도에 따라 처리수의 색도변화가 육안적으로 쉽게 확인할 정도의 차이를 나타냈다. 2. BOD와 COD 그리고 색도는 처리시간이 경과함에 따라 8.4 g/hr 오존 주입 수준에서의 제거효과가 다른 처리구에 비해 크게 나타났다. 반면에 SS는 오존 적용농도에 큰 영향을 받지 않는 것으로 나타났고, 질소와 인도 오존처리 효율이 높지 않은 것으로 나타났다. 3. 돈분뇨 슬러리 2차 처리수에 오존을 적용할 경우 색도 등 오염성 물질 제거효과와 더불어 생물학적 안정성 확보도 가능한 것으로 판단된다. 4. 돈분뇨 슬러리 3차 처리수에 과산화수소수를 첨가할 경우 2차 오염에 의한 잔존세균의 감소효과 및 암모니아 발산감소로 인해 돈분뇨 2차 및 3차 처리수의 중수도 개념으로서의 재활용 가능성에 대한 긍정적 요인으로 작용할 수 있는 것으로 판단된다.

• 한국수산과학회지
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• 제50권3호
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• pp.250-256
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• 2017

This study investigated the removal efficiency of organic matter and nitrogen from fish farm effluent by hydraulic retention time (HRT) using an upflow biological filter (ANR system) reactor. The recycling time and influent flow in the reactor were controlled to 14.8, 7.4, 5.5 and 3.2 h to evaluate HRT. In addition, each reactor was coupled to a fixed bed upflow filter charged with media. The results showed that removal efficiency was ${\geq}95%%$ with an HRT of 5.5 h, and nitrification efficiency was reduced to 81% with an HRT of 3.2 h, although nitrification efficiency temporarily decreased due to the shock load as HRT decreased. Total nitrogen removal rate was also reduced to about 65% with an HRT of 3.2 h, which was considered a washout effect of nitrifying and denitrifying microorganisms by increasing the shearing force to the filter media, which decreased organic matter and nitrogen removal efficiency.

• 한국응용과학기술학회지
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• 제24권4호
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• pp.332-338
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• 2007

Based on the experiment results of laboratory scale modified anoxic-oxic process for leachate treatment, biological nitrogen removal program was verified in terms of SS, COD, and TN concentration. These measured water qualities concentration could be predicted by biological nitrogen removal program with $R^2$ of 0.994, 0.987, 0.990, respectively. No error was occurred between water qualities concentration and quite wide range of water qualities concentration (i.e., 50-4200 mg/L) during the modelling. Each unit and final effluent of simulated concentration was kept good relationship with that of measured concentration therefore this biological nitrogen removal program for sewage or wastewater treatment plants has good reliance.