• 한국산학기술학회논문지
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• 제16권11호
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• pp.7227-7236
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• 2015

수산물 가공폐수의 배출특성 결과, 불규칙한 유입부하로 안정적인 처리에 어려움이 있는 것으로 조사되었다. 수산물 가공폐수와 같은 고농도 유기성 폐수처리에는 가압부상조 운영이 매우 중요하다. 가압부상조의 운전 factor를 조사한 결과, A/S ratio 0.05(설계기준 0.01), 가압공기 압력은 8bar(설계기준 6bar), 가압탱크 압력은 6bar(설계기준 4.5bar), HRT는 60sec(설계기준 10sec)로 운영하였다. 또한 재순환율은 40% 이상(설계기준 30%), 표면 부하율은 $13.7m^3/m^2{\cdot}hr$ 이하(설계기준 $17.7m^3/m^2{\cdot}hr$ 이하)로 변경하여 최초 설계기준에 비하여 운전 factor를 유입특성에 따라 변화시켜 가압부상조의 성능을 향상시켰다. 유입부하 검토결과, BOD는 유입 설계기준 대비 140.7%, $COD_{Mn}$는 120.32%, SS는 106.3%로 조사되었으며, T-N은 135.5%, T-P는 173.3%로 설계기준보다 높게 유입되고 있었다. 처리시설의 연간 운영비를 조사한 결과, 슬러지 처리비(27.7%)와 약품비(26.0%)가 높은 비중을 차지하였으며, 슬러지 처리비는 해양투기 금지로 더욱 상승할 것으로 판단된다. 수산물 가공폐수 처리단가는 1톤당 3,858원으로 하수처리비용(142.6원/ton)에 비해 27배 이상으로 높게 조사되었는데, 이는 고농도의 유기물과 영양염류를 포함하고 있기 때문으로 판단된다.

• 상하수도학회지
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• 제32권2호
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• pp.159-168
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• 2018

Climate change is believed to increase the amount of dissolved organic matter in surface water, as a result of the release of bulk organic matter, which make difficult to achieve a high quality of drinking water via conventional water treatment techniques. Therefore, the natural water treatment techniques, such as managed aquifer recharge (MAR), can be proposed as a alternative method to improve water quality greatly. Removal of bulk organic matter using managed aquifer recharge system is mainly achieved by biodegradation. Biodegradable dissolved organic carbon (BDOC) and assimilable organic carbon (AOC) can be used as water quality indicators for biological stability of drinking water. In this study, we compared the change of BDOC and AOC with respect to pretreatment methods (i.e., ozone or peroxone). The oxidative pretreatment can transform the recalcitrant organic matter into readily biodegradable one (i.e., BDOC and AOC). We also investigated the differences of organic matter characteristics between BDOC and AOC. We observed the decreases in dissolved organic carbon (DOC) and the tryptophan-like fluorescence intensities. Liquid chromatographic - organic carbon detection (LC-OCD) analysis also showed the reduction of the low molecular weight (LMW) fraction (15% removed, less than 500 Da), which is known to be easily biodegradable, and the biopolymers, high molecular weight fractions (66%). Therefore, BDOC consists of a broad range of organic matter characteristics with respect to molecular weight. In AOC, low molecular weight organic matter and biopolymers fraction was reduced by 11 and 6%, respectively. It confirmed that biodegradation by microorganisms as the main removal mechanism in AOC, while BDOC has biodegradation by microorganism as well as the sorption effects from the sand. $O_3$ and $O_3+H_2O_2$ were compared with respect to biological stability and dissolved organic matter characteristics. BDOC and AOC were determined to be about 1.9 times for $O_3$ and about 1.4 times for $O_3+H_2O_2$. It was confirmed that $O_3$ enhanced the biodegradability by increasing LMW dissolved organic matter.

• 한국환경보건학회지
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• 제27권1호
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• pp.93-99
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• 2001

This study aims at finding out pertinent reaction conditions for treating high concentration ammonia contained in N-chemical factory wastewater with decompressed ammonia stripping method that was designed. And it also tries to investigate adsorption capability of removed ammonia to soil. The results from experiments are as follows ; 1. The removal rate of N $H_3$-N of synthetic wastewater was under 85% at pH 10 with decompressed ammonia stripping method. The reaction time in pressure 360 mmHg at pH 11 and 12 was shorter than in 460 mmHg, and the removal rate of N $H_3$-N with decompressed ammonia stripping method at 9$0^{\circ}C$ was 11~15% higher than air stripping 2. The optimum conditions for decompressed ammonia stripping with synthetic sample were shown as pH 12, temperature 9$0^{\circ}C$, internal reaction pressure 460 mmHg and reaction time 50 minutes. These conditions were applied to treat the wastewater containing organic-N 290.5mg/$\ell$, N $H_3$-N 168.9mg/$\ell$, N $O_2$-N 23.2mg/$\ell$, N $O_3$-N 252.4mg/$\ell$, T-N 735mg/$\ell$. Organic-N turned out to be removed 60%, the removal rate of N $H_3$-N IS 94%, T-N is 50%. But N $O_2$-N and N $O_3$-N were increased with 7.8% and 14.9% respectively. 3. The CO $D_{Sr}$ removal rate in decompressed ammonia stripping reaction was 42% and S $O_4$$^{2-}$ was removed 8.2%. It was turned out caused with higher pH and thermolysis. 4. In soil adsorption of ammonia desorbed from the decompressed stripping process of wastewater, the recovery rate was 76% in wet soil.

• Nuclear Engineering and Technology
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• 제54권12호
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• pp.4441-4448
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• 2022

The electrochemical oxidation process has been widely studied in the field of wastewater treatment for the decomposition of organic materials through oxidation using ·OH generated on the anode. Pt anode electrodes with high durability and long-term operability have a low oxygen evolution potential, making them unsuitable for electrochemical oxidation processes. Therefore, to apply Pt electrodes that are suitable for long-term operation and large-scale processes, it is necessary to develop a new method for improving the decomposition rate of organic materials. This study introduces a method to improve the decomposition rate of organic materials when using a Pt anode electrode in the electrochemical oxidation process for the treatment of organic decontamination liquid waste. Electrochemical decomposition tests were performed using sodium dodecylbenzenesulfonate (SDBS) as a representative organic material and a Pt mesh as the anode electrode. Y₂O₃ particles were introduced into the electrolytic cell to improve the decomposition rate. The decomposition rate significantly improved from 21% to 99%, and the current efficiency also improved. These results can be applied to the electrochemical oxidation process without additional system modification to enhance the decomposition rate and current efficiency.

• 상하수도학회지
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• 제19권3호
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• pp.370-377
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• 2005

Dispersion of coagulant should be completed in a fraction of a second before the metal hydroxide precipitate has form. For the reason so-called pump diffusion flash mixing (PDFM) have been proposed, and PDFM is one of reasonable methods to quickly disperse the hydrolyzing metal salts. In this study, therefore, we attempt to understand the difference of removal characteristics of natural organic matter (NOM) between pump diffusion flash mixing (PDFM) and conventional rapid mixing (CRM) for coagulation in a water treatment system, and to enhance the removal of NOM through the improved mixing process. DOC and turbidity removal by PDFM higher than those by CRM, while SUVA value of water treated by PDFM was high as compared with that by CRM. Hydrophilic NOM was more effectively removed by PDFM than CRM, since charge neutralization effect increased by quick dispersion of coagulant. The DBP formation potentials due to NOM was effectively reduced by the improved mixing (i.e., PDFM) for coagulation and could be controlled through decrease in concentration of precursor rather than reduction of activity with disinfectant.

• 대한환경공학회지
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• 제28권10호
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• pp.1024-1030
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• 2006

Genus Nitrospira와 Nitrobacter는 폐수 질산화 시스템의 대표적인 아질산 산화균으로 알려져 있다. Genus Nitrospira는 아질산 농도가 매우 낮은 조건에서도 이를 효율적으로 활용하는 K-strategists로 알려져 있는 반면에 Nitrobacter 종은 기질소비와 성장이 빠른 r-strategists로 알려져 왔다. 또한 유기물이나 용존산소도 아질산 산화균의 분포에 영향을 주는 것으로 알려져 있다. 본 연구에서는 아질산과 유기물, 용존산소가 복합적으로 작용하는 질산화 시스템에서 아질산 산화균의 분포와 경쟁에 어떻게 영향을 받는지를 검토하였다. 이를 위하여 실험실 규모의 질산화 생물반응기와 질산화-탈질을 수행하는 $A_2O$ 계열의 실제 폐수처리장에서 여러 항목과 두 종류의 아질산 산화균 분포를 측정, 비교하였다. 그 결과 아질산 농도는 평균 5 mg-N/L로 유지되며, 호기조건에서 유기물이 매우 낮게 유지되는 실험실 질산화 생물반응기는 Nitrobacter가, 호기-무산소 조건에서 질산화-탈질이 일어나고 아질산이 거의 없는 상태이며 유기물이 비교적 높게 유지되는 $A_2O$ 폐수처리장은 Nitrospira가 우점종으로 분포하였다. 이것은 여러 인자가 복합적으로 작용하는 상태에서는 아질산 산화균의 분포가 유기물과 용존산소 보다는 아질산 농도가 가장 중요한 인자임을 보여주며 기질 친화도가 낮지만 반응속도가 빠른 Nitrobacter가 r-strategist, genus Nitrospira는 기질친화도가 높은 K-strategist인 특성을 보임을 확인하였다.

• 한국환경보건학회지
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• 제24권1호
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• pp.62-69
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• 1998

It has been studied that the measurement of odor component emission at confectionery manufacture. The objects of this study were to investigate reduction of offensive odor. The survey effects of odorous materials are presented as follows. The countermeasure of operating process is to minimize sludge sediment in each unit facility. Especially, in summer, we have to clean the sludge frequently, because anaerobic decomposing is likely to occur easily. The sludge or scum from sedimentation tank pond, and floating tank should be treated quickly. We should avoid overloading operation. In the case of overloading, dissolved oxygen should be increased, the quality of wastewater input should be decreased. When dried cakes from condense tank or floating tank are left in treatment plant, we should cover, to prevent diffusion of smell with masking materials. The seasonal condition of operating should be fixed and the kind of coagulants should be changed because the wastewater in each season have different loading rates and organic materials. Odorous materials are very sensitive to the seasonal temperature variation. Especially, when the amount of rainfall is small and the high temperature of maintenance in long periods, air diffusion rate is large, so odorous materials can make great effect on surroundings comparision with other periods. To reduce odorous gas, as short term method, we had better take ceramic addition method. Especially, in summer we should take ceramic addition method. Also, as long term method, the size of wastewater treatment facility is the most important in the normal operating of wastewater treatment facility. But wastewater treatment facilities in this factory are too old, treatment process is old fashion, and the size is too small. So, large wastewater quantity to treat in summer. As results, the expansion of wastewater treatment facility and the process of improvement are required. Restriction level of odor was exceed. As it is overloaded in summer, the basis cause of odor is that the size of wastewater treatment facility is small. The prediction of air quality equilibrium density variation show that the odorous materials from working place are Amine materials whose smell strength is about 2.5(a little strong degree). We can suppose that in summer is sensitive to temperature variation, smell strength is larger as to reduce the origin of odor. We must expand wastewater treatment facility and improve the process A.S.A.P.

• 청정기술
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• 제5권1호
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• pp.49-61
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• 1999

펜턴산화는 산화력이 매우 우수한 $OH{\cdot}$을 생성하여, 난분해성 유기폐수의 생분해성을 향상시킬 수 있으므로 다양한 용존 유기오염물질을 함유하고 있는 산업폐수의 처리에 널리 이용되고 있지만, 철염과 과산화수소 등의 약품비용과 Sludge 처분비용 때문에 현재로서는 그리 경제적인 공정이라고 볼 수 없다. 본 연구에서는 펜턴산화의 약품비용을 줄이고, 적은 약품으로 처리효율을 향상시키기 위한 변형 펜턴산화법과 혼합한 슬러지 재이용의 가능성을 제시하고자 하였다. 본 연구는 펜턴산화에서 사용되는 철염용액에 NaOH용액을 첨가하였더니 철염용액의 폭발적인 반응을 보고 이를 펜턴산화에 응용하게 되었다. 본 연구에서 제안하는 변형 펜턴산화 공정이란 펜턴산화에서 사용되는 철염용액에 NaOH를 넣어 적정 pH로 조정하여, 수산화물을 형성시킨 후 처리대상 시료에 주입하여 과산화수소와 반응시켜 $OH{\cdot}$을 형성시키는 방법이다. 이 때 대상시료로서는 대표적인 오염물질인 페놀을 사용하였고 자연수의 이온강도와 유사한 수준으로 맞추기 위하여 $NaHCO_3$를 적량 첨가하여 페놀 인공폐수를 조제하였다. 이를 이용하여, DO의 영향, 이온강도의 영향, 과산화수소 주입횟수에 따른 영향을 알아보았다. 또한, 침출수와 염색폐수에 적용시켜 본 결과 기존의 펜턴산화보다 더 나은 처리효율을 얻을 수 있었으며, 변형 펜턴산화법과 슬러지 반송을 조합하여 실험한 결과 철염을 50%만 주입하여도 기존의 펜턴산화와 유사한 수준의 처리효율을 얻을 수 있었다.

• 상하수도학회지
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• 제33권1호
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• pp.31-41
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• 2019

Volatile organic compounds(VOCs) are toxic carcinogenic compounds found in wastewater. VOCs require rapid removal because they are easily volatilized during wastewater treatment. Electrochemical advanced oxidation processes(EAOPs) are considered efficient for VOC removal, based on their fast and versatile anodic electrochemical oxidation of pollutants. Many studies have reported the efficiency of removal of various types of pollutants using different anodes, but few studies have examined volatilization of VOCs during EAOPs. This study examined the removal efficiency for VOCs (chloroform, benzene, trichloroethylene and toluene) by oxidization and volatilization under a static stirred, aerated condition and an EAOP to compare the volatility of each compound. The removal efficiency of the optimum anode was determined by comparing the smallest volatilization ratio and the largest oxidization ratio for four different dimensionally stable anodes(DSA): Pt/Ti, $IrO_2/Ti$, $IrO_2/Ti$, and $IrO_2-Ru-Pd/Ti$. EAOP was operated under same current density ($25mA/cm^2$) and electrolyte concentration (0.05 M, as NaCl). The high volatility of the VOCs resulted in removal of more than 90% within 30 min under aerated conditions. For EAOP, the $IrO_2-Ru/Ti$ anode exhibited the highest VOC removal efficiency, at over 98% in 1 h, and the lowest VOC volatilization (less than 5%). Chloroform was the most recalcitrant VOC due to its high volatility and chemical stability, but it was oxidized 99.2% by $IrO_2-Ru/Ti$, 90.2% by $IrO_2-Ru-Pd/Ti$, 78% by $IrO_2/Ti$, and 75.4% by Pt/Ti anodes The oxidation and volatilization ratios of the VOCs indicate that the $IrO_2-Ru/Ti$ anode has superior electrochemical properties for VOC treatment due to its rapid oxidation process and its prevention of bubbling and volatilization of VOCs.

• 상하수도학회지
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• 제11권1호
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• pp.81-87
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• 1997

Coagulation is very important process in water works. The subsequent processes are directly affected by this process. Many factors such as turbidity, alkalinity, pH, hardness, total organic carbon(TOC), velocity gradient and flocculation time effect on coagulation process. Among these factors, specially TOC is being concerned target substance to be removed due to trihalomenthanes(THMs) precursor and alkalinity is being one of the major parameter for removing TOC. We have researched the consumption of coagulant with TOC alkalinity concentration of water and removal efficiency of residual TOC and turbidity with alkalinity. Furthermore we have investigated particle size distributions with velocity gradient and alkalinity. The consumption of coagulant was proportionally increased to TOC and alkalinity concentration and the removal of TOC in Nakdong river water was very difficult more than 150 mg/l in alkalinity but large morecular weight organic such as humic acid could be removed easily. Coagulation of low alkalinity water was more rapidly occured than of high alkalinity water by analyzing the particle size distributions. High alkalinity water needed higher mixing energy for a good coagulation within limited flocculation time.