• KSBB Journal
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• 제19권2호
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• pp.154-158
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• 2004

본 논문에서는 회분식 반응기에서 초기 산화환원전위가 ＋40 mV에서 -70 mV으로 낮아짐에 따라 탈질 속도는 1.25 mg/min에서 3.33 mg/min으로 증가하였고, 또한 회분식 반응기에서 질산성질소의 농도가 200 mg/1까지 증가할수록 nitrite의 축적없이 탈질 속도가 초기 농도에 비례적으로 증가하였다. 반면, 질산성질소의 농도가 400 mg/1가 되면 탈질 속도의 변화는 없으나 nitrite의 축적이 발생하기 시작하였으며, 질산성질소의 농도가 1,000 mg/l로 증가할 경우에는 많은 양의 nitrite가 축적이 되어 탈질의 저해가 발생하여 탈질 속도가 감소하였다. 회분식 반응기의 결과를 바탕으로, 충전탑식 반응기에서 유입수의 초기 산화환원전위를 낮추기 위하여 유출수를 재순환시킨 결과, 유입수의 초기 산화화원전위를 150 mV에서 30 mV로 낮출 수 있었고, 유입수의 초기 질산성질소의 농도를 120 mg/l에서 85 mg/l까지 낮출 수 있었다. 그 결과 충전탑식 반응기에서 유출되는 질산성질소의 농도가 재순환을 하기 전에는 약 61 mg/l이었으나, 유출수의 재순환으로 질산성질소의 농도를 10 mg/l까지 낮출 수 있었고, 질산 성질소의 제거율을 49.2%에서 91.7%로 증가시킬 수 있었다.

• Journal of Microbiology and Biotechnology
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• 제15권2호
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• pp.412-420
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• 2005

In order to investigate factors affecting the denitrification in the F-STEP PROCESS using a loess ball as support media and Pseudomonas DWC 17-8, calcining temperature, loess ball size, pH, nitrate concentration, working temperature, and inhibitor were studied in batch mode using synthetic sludge. A 5- 10 mm of loess ball (960$^{circ}$ of calcining temperature) was the most suitable for denitrification. When the initial pH was increased from 3.0 to 7.0, the removal efficiency of nitrate was increased. Specifically, at initial pH of 7.0, the maximum removal efficiency of nitrate was 5.0 mg/min. When the initial concentration of nitrate was increased from 100 to 400 mg/l, the removal efficiency of nitrate was proportional to the concentration of nitrate. The maximum removal efficiency of nitrate was 5.72 mg/min at 400 mg/l of initial concentration. When the operating temperature was increased from 10 to 30$^{circ}$, the removal efficiency of nitrate was increased from 0.76 to 6.15 mg/min, and at above 40$^{circ}$ of operating temperature, it was decreased from 4.0 to 2.0 mg/min. Among the various inhibitors, higher than 10$^{-1}$ M of sodium azide abolished this reaction completely. When the KCN concentration was above 10$^{-1}$ M, the reaction was inhibited completely. In the case of 2,4-dinitrophenol and sodium sulphide, it was inhibited at above 10$^{-2}$ M completely. For testing the various flow orders of the F-STEP PROCESS for effective denitrification using practical wastewater, continuous experiments under the optimum conditions were carried out for 60 days. Among the various processes, the PROCESS A gave the highest efficiencies of denitrification, nitrification, and total nitrogen (TN) removal with 86.5, 89.5, and $90\%$, respectively. For scale-up in the PROCESS A, real farm wastewater was used and pilot tests carried out for 90 days. The denitrification efficiency was $97.5\%$, which was increased by $12.7\%$. The efficiencies of TN removal and nitrification were 96.6 and $70.0\%$, respectively. The removal efficiency of chemical oxygen demand (COD) was $63.7\%$, which was increased by $20\%$.

• 대한환경공학회지
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• 제31권1호
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• pp.29-34
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• 2009

표면처리폐수 내 질산성 질소를 제거하기 위한 전기화학적 처리공정에서 전극간격, 환원제, 1단 처리수 반송, 타 물질과 동시 처리 등 네 가지 조건을 변화시키며 실험을 진행하였다. 실험 결과, 전극간격은 10 mm일 때 질산성 질소 제거효율이 높았으며 10 mm 보다 전극간격이 좁아질 경우 농도분극 현상의 증가로 인해 제거효율이 감소하며 10 mm 보다 넓어질 경우 전압이 상승하여 에너지 소모가 증가하였다. 환원제 영향에 대한 실험 결과, 질산성 질소가 환원되는 과정에서 수소가 소모되기 때문에 수소이온 농도가 높은 산성조건에서 더 원활한 환원반응이 이루어졌으며 아연을 1.2배 투입할 경우 질산성 질소와의 반응량이 증가하여 질산성 질소 제거효율이 증가하였다. 1단 처리수를 반송할 경우 난류가 형성되어 환원전극에 부착된 아연이 탈착되어 재 이용되고 내부 확산이 증가하여 농도분극현상이 감소함으로 인해 질산성 질소 제거효율이 증가하였으며 아연 투입량 감소 효과가 나타났다. 암모니아성 질소는 질산성 질소 제거에 영향을 미치지 않았고 폐수 내 염소성분이 충분할 경우 질산성 질소와 동시 처리에도 문제가 없는 것으로 나타났다. 중금속은 환원되는 과정에서 전자를 소모하여 질산성 질소 제거효율은 감소하지만 전류밀도 증가나 본 장치의 전단을 중금속 제거용으로 사용하는 방법 등으로 해결이 가능할 것으로 생각한다.

• 상하수도학회지
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• 제12권2호
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• pp.83-89
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• 1998

The drinking water supply in Cheju entirely depends on the ground water and recently the polluted ground water bores are increasing. In 1993 Cheju Province Health-Environment Institute reported that the ground water quality of 26 of 98 bores under the drinking water quality standard. Therefore there are many investigation in the needs of the nitrate removal in the drinking water in the regin with no alternative water resources. In this study, the following results are obtained to remove the nitrate in biofilm filtration process in which uses ethanol as external carbon source. Over 90% of nitrate is removed after 10 days of experiment. The nitrate removal rate on filtration velocity is about 100% at 50m/day and 100m/day, and about 56% at 200m/day. The removal rate is reduced in 27% at 400m/day. Using ethanol as the external carbon source, denitrification kinetic is 1st-order. Denitrification constant k is 8.004($hr^{-1}$). The amount of the denitrificated-Nitrogen is increased as the contact time increased. Deoxydation rate constant ${\gamma}$ is 11.895($hr^{-1}$). 0.968g of ethanol(as TOC) is needed to remove 1g of nitrate and 0.291g is required to remove 1g of dissolved oxygen.

• 상하수도학회지
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• 제26권4호
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• pp.579-589
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• 2012

To reduce extensive energy costs of the internal recycling for the purpose of denitrification in the advanced wastewater treatment, a post-treatment process using an electro-coagulation to treat nitrate in the secondary effluents is evaluated in this study. Removals of phosphorus and organics in the secondary effluents by the electro-coagulation were also evaluated to propose an alternative advanced wastewatert treatment process. A series of experiments of the electro-coagulation were carried out with the following 4 different samples: synthetic solution containing nitrate only, synthetic solution containing nitrate as well as phosphorus, secondary effluents from activated sludge cultivated in laboratory, and secondary effluents from real wastewater treatment plants. Removals of nitrate and phosphorus in the synthetic solution were 30 and 97 % respectively, which verified the feasibility of the process. Removals of nitrate, phosphorus and COD in the secondary effluents from the cultivated sludge in laboratory were 49, 90 and 19 % respectively. Removal efficiency of the total nitrogen, nitrrate, phosphorus and COD in the secondary effluent from real wastewater treatment plant were 50, 61, 98 and 80 % respectively. The removal of the total nitrogen was less than the nitrate as expected, which is due to the formation of ammonia nitrogen in the cathode. But the proposed scheme could be an energy saving and alternative process for the advanced wastewater treatment if further studies for the process optimization are carried out.

• 한국지하수토양환경학회지:지하수토양환경
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• 제8권3호
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• pp.30-36
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• 2003

본 연구에서는 미셀 한외여과(Micellar-enhanced ultrafiltration, MEUF)공정으로 질산성 질소와 인산을 동시에 제거할 때 휴믹산이 공정에 미치는 영향을 살펴보았다. 계면활성제/오염물의 몰 비가 1인 경우, 질산성 질소는 미셀 표면에 휴믹산과 경쟁적으로 결합을 하기 때문에 그 제거율이 50%로 감소하지만, 몰 비 3 이상의 계면활성제를 첨가하였을 때에는 80% 이상의 제거율을 유지하였다. 반면 인산의 경우에는, 몰 비 1 이상의 CPC 농도에서 질산성 질소와는 달리 휴믹산이 존재하지 않는 경우와 비슷한 수준인 80％ 이상의 제거율을 보였으며, 이때 CPC와 휴믹산의 제거율은 거의 99％ 이상 이었다. 또한 100 ppm농도의 휴믹산은 MEUF공정에서 플럭스 감소에 영향을 미치지 않고 오히려 조금 증가시켰으며, 이는 막에 흡착한 휴믹산이 막의 친수성을 증가시켜 투과율을 높이기 때문인 것으로 판단된다. 이를 통해 휴믹산은 질산성 질소 및 인산을 동시 제거하는 MEUF 공정에서 제거효율을 저하시키지 않음을 확인하였다.

• Advances in environmental research
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• 제1권2호
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• pp.143-151
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• 2012

Nitrate removal from aqueous solution was investigated using $ZnCl_2$ and phosphoric acid activated carbon developed from pomegranate peel with particle size 0.4 mm. Potassium nitrate solution was used in batch adsorption experiments for nitrate removal from water. The effects of activated carbon dosage, time of contact, and pH were studied. The equilibrium time was fond to be 45 min. Two theoretical adsorption isotherms namely Langmuir and Freundlich were used to describe the experimental results. The Langmuir fit the isotherm with the theoretical adsorption capacity ($q_t$) was fond 78.125 mg g-1. Adsorption kinetics data were modeled using the pseudo-first, pseudo-second order, and intraparticle diffusion models. The results indicate that the second-order model best describes adsorption kinetic data. Results show activated carbon produced from pomegranate is effective for removal of nitrate from aqueous solution.

• 한국응용과학기술학회지
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• 제33권4호
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• pp.795-801
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• 2016

본 연구는 응집제로 calcium alginate를 이용한 질산성 질소 처리에 관한 연구이다. 질산성 질소를 제거하기 위한 방법으로는 역삼투법, 이온교환수지법, 전기투석법, 생물학적 방법 등이 있지만 본 연구에서는 응집 침전시키는 방법으로서 질산성 질소를 처리하고자 하였다. 응집제로 이용한 calcium alginate가 킬레이트 결합을 형성하여 질산성 질소를 응집 침전시킬 것으로 예상하고, 응집제의 성분, 응집 반응시간, 응집제의 몰비, 응집제의 주입율에 따라 질산성 질소가 제거되는 경향을 보았다. 또한 FE-SEM과 EDS(Energy Dispersive X-Ray Spectrometer)를 통하여 응집반응 후 침전물의 구조 및 구성성분비를 분석함으로써 질산성 질소가 Calcium-nitro-alginate 형태로 제거되는지를 확인하였다. 그 결과 반응시간은 60분, 응집제의 몰비는 1:1일 때, 응집제의 주입율은 합성폐수의 2 %일 때 질산성 질소의 제거율이 최대 56.7 %로 나타났다.

• Biotechnology and Bioprocess Engineering:BBE
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• 제7권2호
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• pp.112-116
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• 2002

Effects of artificial electron donors to deliver reducing power on enzymic denitrification were investigated using nitrate reductase and nitrite reductase obtained from Ochrobactrum antroyi. The activity of nitrite reductase in the soluble portion was almost the same as that in the precipitated portion of the cell extract. Nitrate removal efficiency was higher with benzyl viologen than with methyl viologen or NADH as an artificial electron donor. The turn-over numbers of nitrate and nitrite reductase were 14.1 and 1.9 umol of nitrogen reduced/min$.$mg cell extracts, respectively when benzyl viologen was used as an electron donor.

• 한국환경과학회지
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• 제18권6호
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• pp.645-654
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• 2009

Lab-scale Electrodialysis(ED) system with different membranes combined with before or after pyroma process were carried out to remove nitrate from two pickling acid wastewater containing high concentrations of $NO_3\;^-$(${\approx}$150,000 mg/L) and F($({\approx}$ 160,000 mg/L) and some heavy metals(Fe, Ti, and Cr). The ED system before Pyroma process(Sample A) was not successful in $NO_3\;^-$ removal due to cation membrane fouling by the heavy metals, whereas, in the ED system after Pyroma process(Sample B), about 98% of nitrate was removed because of relatively low $NO_3\;^-$ concentration (about 30,000 mg/L) and no heavy metals. Mono-selective membranes(CIMS/ACS) in ED system have no selectivity for nitrate compared to divalent-selective membranes(CMX/AMX). The operation time for nitrate removal time decreased with increasing the applied voltage from 10V to 15V with no difference in the nitrate removal rate between both voltages. Nitrate adsorption of a strong-base anion exchange resin of $Cl\;^-$ type was also conducted. The Freundlich model($R^2$ > 0.996) was fitted better than Langmuir mode($R^2$ > 0.984) to the adsorption data. The maximum adsorption capacity ($Q^0$) was 492 mg/g for Sample A and 111 mg/g for Sample B due to the difference in initial nitrate concentrations between the two wastewater samples. In the regeneration of ion exchange resins, the nitrate removal rate in the pickling acid wastewater decreased as the adsorption step was repeated because certain amount of adsorbed $NO_3\;^-$ remained in the resins in spite of several desorption steps for regeneration. In conclusion, the optimum system configuration to treat pickling acid wastewater from stainless-steel industry is the multi-processes of the Pyroma-Electrodialysis-Ion exchange.