• 환경위생공학
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• 제19권3호
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• pp.58-64
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• 2004

Biological treatment of wastewater was studied with a purpose to remove TOC by the reduction of water hardness. The optimal conditions of coagulant were determined by reaction time and amount of coagulant. Experimental results indicate that the biological treatment after physico-chemical treatment was found to provide very efficient removal efficiency in the process to treat the textile wastewater, including the carbon dioxide treatment. The combined process of carbonization in the physico-chemical treatment respectively was increased the removal efficiencies of $30.0\%$ in biological treatment in comparison with exclusive biological treatment. As a result, the treatment of hardness after carbonization had the best removal efficiency of approximately $60.0\%$. The removal efficiencies in the exclusive biological treatment using Bacillus subtilis and after carbonization were increased by $38.9\%\;and\;69.0\%$ respectively. The combined Bacillus subtilis-assisted biological treatment was determined to be the most effective method to treat the textile wastewater in an economic point of view, the water quality in the wastewater treatment plays an important role.

• 환경위생공학
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• 제13권2호
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• pp.76-81
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• 1998

The technology of removing phosphorous, considered as one of the most important control nutrients causing eutrophication in various water bodies, have been investigated by many researchers. In this study, casts which can be obtained from the vermicomposting of mixing sewage sludge and cow manure, were used as an adsorbent, and their effects of several physical/chemical factors on the efficiencies of phosphorous adsorption were examined by batch tests. Generally, it could be showed that the efficiencies of phosphorous adsorption were very influenced by cast dosage, temperature and agitation speed. If we reflected the adsorption capacity(k) and adsorption intensity(1/n) of Freundlich isotherm, we couldn't consider casts as a good adsorbent for removing phosphorous. But, because casts were relatively excellent in cation exchange, in point of waste recycling, we could know that they were capable of removing phosphorous. The SEM observation revealed that the evident variations were hardly seen, but particle sizes of cast were relatively bigger and showed forms of smaller plate than before.

• 환경위생공학
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• 제14권2호
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• pp.84-89
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• 1999

This experiment was performed to develop the new desulfurization process which can eliminate the possibility of generation of the secondary pollutants by regenerating the limestone from the sulfite/sulfate slurry generated from the wet lime/limestone flue gas desulfurization process by treating it with the ammonium hydroxide and carbon dioxide and using it again. In the experiments, regent grade calcium carbonate was dissolved to obtain the 200ml of sample slurry of the concentration of 2.0~0.4 weight percent. After three times of regeneration and desulfurization process, the coefficients of regeneration and desulfurization efficiencies are calculated/measured. The obtained results are that the coefficients of generation of the first. second, and third regenerated calcium carbonate were 90.88, 92.13, and 91.50%, respectively; and the desulfurization efficiencies of those are 93.4, 94.2 and 93.0%, respectively.

• 환경위생공학
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• 제12권1호
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• pp.39-48
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• 1997

The study was conducted to know the possibility that the removal efficiency of organic and suspended solids(SS) could be increased by suppling of sea water and the optimum amount of sea water to be supplied treat bleaching waste water by lime coagulation settlement at pulp mill process. When the lime dosage was increased, the removal efficiency of COD and SS in the waste water was increased based on the removal efficiency of COD and SS. The lime dosage and removal efficiency was increased proportionally with the lime concentration of 4,000 mg/l, but the increase of removal efficiency was presented slightly above the 4,000mg/l. It was evaluated that the removal efficiencies of COD and SS could be increased and the requirement of lime dosage could be decreased by the sea water supplement. The removal efficiency of SS was most increased when the sea water supplement was 10% or more in the waste water. The removal efficiencies of COD was the best at 4% sea water excepting the dilution efficiency by sea water supplement.

• 한국환경과학회지
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• 제19권3호
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• pp.371-377
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• 2010

The purpose of this study is to investigate treatment efficiency in dyeing wastewater treatment by the high rate aeration system(HRA) and a combination of the HRA with magnetized wastewater treatment system(MWS). At the hydraulic retention time of 16hr, 24hr, 30hr, BOD removal efficiencies of HRA system were 93%, 96% and 98%, combination of the HRA with MWS system were 94%, 96.8% and 98.2%, respectively. In ease of COD, at the hydraulic retention time of 16hr, 24hr, 30hr, COD removal efficiencies of HRA system were 66%, 77.1% and 83.1%, combination of the HRA with MWS system were 70.2%, 80.1% and 86.6%, respectively. The comparison of the HRA and combination of the HRA with MWS, effluent BOD of the former was 22.7mg/${\ell}$ and the latter was 19.4mg/${\ell}$, theretore biological treatment efficiency identified to increase by the MWS.

• 한국물환경학회지
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• 제31권6호
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• pp.632-636
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• 2015

This study aims to evaluate arsenic adsorption efficiencies over various metal oxides (CeO₂, TiO₂, Fe₃O₄, ZrO₂, AlOOH, SiO₂, α-Al₂O₃, and γ-Al₂O₃) and investigate the correlation between physico-chemical characteristics of metal oxides and their efficiencies. From XPS, XRD BET analysis and isotherm adsorption test, TiO₂ powder showed that the best adsorption efficiency, and it's mechanism was highly depended on the chemical adsorption.

• Environmental Engineering Research
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• 제24권2호
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• pp.318-323
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• 2019

Paper focuses on comparison between two different orifice plate configurations (plate number 1 and plate number 2) used as cavitating device in the hydrodynamic cavitation reactor for improving pollutant removal efficiencies. Effect of four different parameters such as hydraulic characteristics (in terms of range of flow rates, orifice velocities, cavitation number at different inlet pressures); cavitation number (in range of 5.76-0.35 for plate number 1 and 1.20-0.35 for plate number 2); inlet pressure (2-8 bars) and reaction time (0 to 60 min) in terms of chemical oxygen demand (COD) removal and chlorpyrifos degradation has been studied and compared. Optimum inlet pressure of 5 bars exists for degradation of pollutants for both the plates. It is found that geometry of orifice plate plays important role in removal efficiencies of pollutant. Results obtained confirmed that orifice plate 1 with configuration of 1.5 mm 17 holes; cavitational number of 1.54 performed better with around 60% COD and 98% chlorpyrifos removal as compared to orifice plate 2 having configuration of 2 mm single hole; cavitational number of 0.53 with 40% COD and 96% chlorpyrifos in 2 h duration time.

• 대한환경공학회지
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• 제27권8호
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• pp.787-798
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• 2005

본 연구에서는 폐광산지역에서 발생되는 폐기물인 광미를 대상으로 토양세척공정을 이용하여 다양한 세척용매와 농도, 그리고 추출시간에 따른 중금속의 추출특성을 파악하였다. 세척용매로는 물, HCl(0.1, 0.3, 1.0 N), EDTA(0.01, 0.05, 0.1 M), SDS(0.1, 0.5, 1.0%)를 이용하였다. 그 결과, 물과 SDS 용매에서 Zn과 Cd이 Pb과 Cu보다 높은 추출효율을 보였지만, 전체적으로는 1%이하로 중금속의 추출에 효과적이지 못하였다. 그러나, SDS에서 Pb과 Cu의 추출효율은 추출시간이 길어질수록 증가하였다. HCl과 EDTA를 이용한 중금속의 추출은 물과 SDS보다 빠른 추출경향을 보였고, 대부분의 중금속이 6시간 이내에 추출되었으며 용매의 농도와 무관하였다. 6시간 이후에는 느린 추출경향을 보였지만 세척용매의 농도에 따라 좌우되었다. 또한, 용매의 농도가 증가할수록 추출경향은 빨라졌고, 추출 효율도 증가하였다. 추출효율은 1.0 N HCl에서 Cd>Pb>Zn>Cu로, 0.1M EDTA에서 Pb>Cd>Zn>Cu 순으로 높았다. 농도증가에 따른 추출효과는 HCl에서 Pb이, EDTA에서 Pb과 Cd이 가장 컸으며, 중금속제거를 위한 6시간이상의 추출은 비효과적이었다.

• 한국환경보건학회:학술대회논문집
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• 한국환경보건학회 2003년도 Challenges and Achievements in Environmental Health
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• pp.147-149
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• 2003

Automatic monitoring and controling system, especially DO and MLSS was faciliated for the nitrogen and phosphorus removal efficiencies. Removal efficiency of nitrogen and phosphorus by automatic monitoring and controling system, especially DO and SRT was have well adopted. and so it will be possible to use artificial intelligence logic control software such as fuzzy or neuro logic control system for WWT Plant.

• 한국해양환경ㆍ에너지학회지
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• 제7권3호
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• pp.116-121
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• 2004

고밀도 순환여과식 해산어 양식장의 순환수 처리에 EMMC공정의 적용 가능성을 평가하기 위한 실험을 실시하였다. 처리공정의 운전효율에 유기물 및 암모니아성 질소 부하가 미치는 영향을 평가하기 위하여 수리학적 체류기간을 12시간에서 10분까지 점차적으로 줄여가며 실험을 실시하였다. HRT 2시간까지는 수리학적 체류시간 변화에 따른 제거효율 변화가 거의 없었으나 그 이하의 체류시간에서는 체류시간 단축에 따른 제거효율의 감소가 비교적 크게 나타났다. COD의 경우에는 체류시간 단축에 따른 급격한 제거효율의 변화가 관측되지 않았으며 10분 정도의 체류시간에서도 90％이상의 제거효율을 나타내었다. 메디아 충진율에 따른 반응조 운전효율변화를 보면 HRT가 1시간보다 긴 경우에는 메디아 충진율에 따른 제거효율 변화가 극히 미미하였다. 그러나 1시간 이하의 체류시간에서는 그 차가 상당히 크게 나타나 충진량이 많을수록 제거효율이 높게 나타났으나 50％이상의 메디아 충진이 반응조 운전효율 측면에서는 큰 역할을 하지 못함을 나타내어 경제성 등을 고려할 경우 25％정도만을 충진 시키는 것이 오히려 합리적이라 판단되었다. 이와 같은 경향은 암모니아성 질소 제거의 경우에도 유사한 양상을 나타내었다. 메디아 충진율 50％와 75％사이에는 처리효율의 차이가 거의 없었고 25％충진 반응조와의 차이도 그리 크지 않은 것으로 나타났다.