• 한국물환경학회지
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• 제27권2호
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• pp.235-241
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• 2011

This study was performed to investigate the characteristics of nutrient removal of municipal wastewater in the submerged membrane bioreactor by addition of alum directly into aerobic tank. Membrane bioreactor consists of three reactors such as two intermittent anaerobic tanks and the aerobic tank with hollow fiber membrane. The removal efficiencies of $COD_{cr}$, BOD, SS, TN and TP on the membrane bioreactor were 94.0%, 99.1%, 99.9%, 66.9%, and 58.9%, respectively. In addition, The removal efficiencies of $COD_{cr}$, BOD, SS, TN and TP on the membrane bioreactor with alum addition were 93.4%, 99.0%, 99.9%, 63.2%, and 96.8%, respectively. There was little difference between them on the nutrient removal efficiencies except phophorus removal. The estimated sludge production, specific denitrification rate, specific nitrification rate and phosphorus removal content on the membrane bioreactor were 1.76 kgTSS/d, $0.055mgNO_3-N/mgVSS{\cdot}d$, $0.031mgNH_4-N/mgVSS{\cdot}d$, and 0.095 kgP/d, respectively. And The estimated sludge production, specific denitrification rate, specific nitrification rate and phosphorus removal content on the membrane bioreactor with alum addition were 2.90 kgTSS/d, $0.049mgNO_3-N/mgVSS{\cdot}d$, $0.030mgNH_4-N/mgVSS{\cdot}d$, and 0.160 kgP/d, respectively. The alum content added was 1.7 molAl/molP on an average. The increasing ratio of tran-membrane pressure on the membrane bioreactor was $0.0056kgf/cm^2{\cdot}compared$ to $0.0033kgf/cm^2{\cdot}d$ on the membrane bioreactor with alum addition. There was a slightly reduction effect on membrane fouling by alum addition.

• 한국미생물·생명공학회지
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• 제30권2호
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• pp.189-197
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• 2002

한국의 경기도 일대의 하천으로부터 광합성 박테리아 29균주를 분리하였다. 분리균주들은 Rhodopseudomonas blastica, Rhodocyclus gelationsus, Rhodocyclus tenuis, Rhodopseudomonas rutila로 동정되었다. 분리 동정된 광합성 박테리아들을 이용한 하수내 영양 염류 제거효율을 높이기 위한 고도처리 시스템을 연구하였다. 광합성 세균을 이용한 고도처리 시스템을 이용하여 합성폐수의 유기물 제거율 97∼99％, T-N 제거율 85∼97％, T-P 제거율 68∼99％을 얻을 수 있었다. 또한, 실폐수의 경우 유기물 제거율 96∼99％, T-N제거율 65∼95％, 및 T-P 제거율 63∼99％의 높은 폐수처리율을 얻을 수 있었다.

• 한국환경복원기술학회지
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• 제14권1호
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• pp.121-132
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• 2011

Removal rates of $NO_3$-N and TN in the free-water surface wetland system during winter; December, January, February and March, spring and fall; April, May, October and November, and summer; Jun, July, August and September were investigated. The system was established on floodplain in the downstream reach of the Gwangju Stream in 2008. It measures 50 meters in length and 5.5 meters in width. Iris pseudacorus L. grown in pots for about two years were planted in the system. The water stream was funneled in by gravity and its effluent was discharged back in. Volumes and water quality of inflow and outflow were analyzed from December 2008 to November 2010. The inflow was averaged approximately 350 $m^3/day$ and hydraulic residence time was about 3 hours. Average influent and effluent $NO_3$-N concentration was 3.75 and 3.35 mg/L, respectively and $NO_3$-N retention was amounted to 10.6%. Influent and effluent TN concentration were averaged 4.93 and 4.30 mg/L, respectively and TN abatement reached to 12.9%. One-way ANOVA statistics claimed that the average removal rates of $NO_3$-N and TN during winter, spring and fall, and summer were not always the same (p<0.001). The t-Tests of three pairs among $NO_3$-N removal rates of winter, spring and fall, and summer illustrated that the removal rates of winter ($5.04{\pm}1.94$), spring and fall ($10.53{\pm}2.24$), and summer ($18.61{\pm}2.26$) were significantly different each others (p<0.001). Among TN removal rates, the three pairs of t-Tests of three seasons showed that the removal rates of winter ($5.21{\pm}2.51$), spring and fall ($11.71{\pm}3.12$), and summer ($21.53{\pm}4.86$) were significantly different from each others (p<0.001).

• 상하수도학회지
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• 제29권2호
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• pp.211-222
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• 2015

This study focused on evaluating the efficiency of the removal of non-point source pollution by Daecheong Lake Juwon Stream constructed wetlands. The constructed wetland system is a surface flow type designed in the year 2007 for purifying eutrophic water of Daecheong Lake Juwon Stream. The value of conductivity, suspended solids(SS), chemical oxygen demand using a potassium permanganate($COD_{Mn}$), five-day biochemical oxygen demand($BOD_5$), total nitrogen(T-N), total phosphorous(T-P), and pH in inflow averaged 220.2, 2.46, 3.33, 1.34, 2.00, 0.04 mg/L and 7.24, respectively and in outflow averaged 227.9, 1.12, 3.34, 0.87, 1.16, 0.02 mg/L and 7.45, respectively. The average removal efficiency of constructed wetlands was 30 % for SS, 22 % for $BOD_5$, 45 % for T-N and 31 % for T-P. The removal rates of SS, $BOD_5$ and T-N in the spring, summer and autumn were higher than those in winter. The removal rate of T-P was not significant different in all seasons. The amounts of pollutants removal in the constructed wetlands were higher in the order of $3^{rd}$ < $2^{nd}$ < $1^{st}$ wetland for SS and T-P, $2^{nd}$ < $3^{rd}$ < $1^{st}$ wetland for $BOD_5$ and T-N. Therefore, our findings suggest that the constructed wetlands could well treat the eutrophic Daecheong Lake Juwon Stream waters.

• 상하수도학회지
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• 제11권2호
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• pp.65-75
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• 1997

Removal characteristics of volatile organic carbons(VOCs) by ozone oxidation and other processes in the raw water of the 1st Nakdong water treatment plant were investigated. Dichrolomethane, toluene and other 7 compounds were detected in the raw water. With regard to detected 4 compounds in finally treated water, it was found that VOCs could not be removed effectively by traditional water treatment process. Benzene, 1,2-dichlorobenzne were not detected in the raw water but they were detected in the process of treatment. The compound of highest detection frequency was dichloromethane. When the raw water was controlled at pH 7, temperature $20^{\circ}C$, 5 minutes as contact time, 10 minutes as reaction time, the removal rate of THMFP, $KMnO_4$ demand, TOC, $UV_{254nm}$ and $NH_3-N$ were 46.4%, 22%, 19.6%, 31% and 8%, respectively. From estimating the finally treated water qualities in 7 kinds of treatment processes, P-6 process(raw water-chlorination-coagulation-ozonation) was most effective for organics removal and THMs control. Removal efficiencies for $KMnO_4$ demand and TOC by the process which combined preozonation with coagulation was twice better than only preozonation. $NH_3-N$ removal rate was shown as 10% by P-3 process(raw water-coagulation-ozonation), but 83% of $NH_3-N$ was removed by P-4 process(raw water-coagulation-chlorination). It was found that the chlorination is more effective than the ozonation for the NH3-N removal as commonly known.

• 한국양식학회지
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• 제10권3호
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• pp.335-346
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• 1997

연구는 순환 여과식 어류 양식 시설에 일반적으로 이용되고 있는 선라이트 골판을 여과재료로 한 침지식 여과조의 적정 탈질 조건을 구명하기 위해 외부 탄소원으로 메탄올과 글루코스를 사용하여 수리학적 체류 시간 (hydraulic retention time, HRT)과 COD에 대한 NO 하(3) 상(-)-N 비율 변화에 따른 적정 탈질 조건을 알아보았다. 질산성 질소와 총무기질소(TIN)의 제거 효율은 HRT 4 시간보다는 8 시간이 좋았으며, 글루코스보다는 메탄올을 이용한 것이 좋았다(P<0.05). 최대 질산성 질소 제거는 글루코스의 경우 HRT 8 시간과 C : N 비율 4일 때 86.3%였고, 메탄올은 HRT 8시간과 C : N 비율 5일 때 97.8%, 6일 때 92.2%를 보여 C : N 비율 5가 가장 최적인 것으로 나타났다. 최대 총무기질소 제거 효율은 HRT 8 시간일 때 C : N 비율 5에서 글루코스는 71.5%, 메탄올은 96.9%을 보였다. 탈질화에 필수적인 혐기적 조건은 HRT 8 시간과 C : N 비율 5 이상이 되었을 때 이루어진 것으로 보아 적정 C : N 비율과 혐기적 조건이 이루어졌을 때의 최적의 탈질 효율을 보이는 것으로 나타났다.

• 한국환경농학회지
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• 제19권2호
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• pp.134-141
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• 2000

전기화학적 방법을 이용한 농공단지폐수의 효율적인 처리기술개발을 위한 기초실험으로서 전압, 전극판 간격, pH 및 전해용액 주입농도 등에 따른 오염물질 처리효율을 조사한 결과는 다음과 같다. 전압별 전기화학반응조내 온도 및 pH는 전압이 높을수록 상승하였으나, EC는 전압별로 별 변화가 없었다. COD, 탁도, T-N 및 T-P의 처리율은 전압이 높을수록 증가하였으며 전압 20V일 경우 COD는 20분, 탁도는 30분, T-N 및 T-P는 2분일 때 각각 그 처리율이 약 65, 90, 68 및 84%로 가장 높았다. 전극판 간격별 COD 처리율은 전극간격이 좁아질수록 그리고 전기반응시간이 경과할수록 전반적으로 증가하는 경향이었으며, 탁도 처리율은 전극판 간격 모두 전기반응초기에 약 80%이상 처리되었고, T-N 처리율은 전극판 간격이 좁을수록 높았다. T-P 처리율은 전기반응시간 2분 후에 전극판 간격 모두에서 약 79% 이상 처리되었다. 초기 pH에 따른 COD 처리율은 전반적으로 pH 7에서 높았으며, 탁도 처리율은 전기반응시간 2분 이후의 모든 조건에서 약 80%이상 처리되었다. 그리고 T-N 처리율은 초기 pH가 높아질수록 증가하였고, T-P 처리율은 전기반응시간 2분 이후 초기 $pH\;5{\sim}9$에서 약 $79{\sim}96%$로서 가장 높았다. NaCl 농도별 오염물질 처리율은 전반적으로 NaCl을 주입한 경우가 NaCl를 주입하지 않은 경우에 비해 매우 높았으며, COD 및 T-P의 처리율은 $NaCl\;500mg/l$, 탁도 처리율은 $NaCl\;1,000mg/l$, T-N의 처리율은 NaCl 250 및 $500mg/l$에서 전반적으로 다른 조건에 비하여 높았다.

• Journal of the Korean Wood Science and Technology
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• 제12권3호
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• pp.9-14
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• 1984

The removal and readsorption effects of pine and oak bark grown in Korea on water pollution caused by heavy metal ions have been investigated. Bark saturated with heavy metal ions is refleshed with 0.1 N ammonium acetate and then its readsorption has been done. The results obtained are as follows: 1. Adsorption effect of pine bark is similiar to that of oak bark, and 20-40 meshed bark gives the best results. 2. 0.1 N amonium acetate of pH 7 shows more elutriative than the others such as pH 3 hydrochloric acid, pH 10 ammonium hydroxide and pH 7 water. 3 Pine bark refleshed with 0.1 N ammonium acetate gets two times as effective in adsorption as raw bark, and shows more effective than oak bark.

• 한국환경보건학회지
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• 제29권1호
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• pp.28-33
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• 2003

This study was carried out to treat sewage using sand trench combined with septic tank process in rural areas. In order to find optimum parameters, design and operation mode was changed from Run 1 to Run 4. In order to facilitate nitrification and T-P removal, diffuser and iron plate was installed in the 3rd trench of Run 2 period. The septic tank played a role as pre-application process of sand trench system. The removal efficiencies of COD, NH$_4$-N, T-P at steady state were 94.6%, 87.9% and 54.5%, respectively. Addition of diffuser and iron plate in the 3rd trench has increased the removal efficiencies of the NIL-N and T-P. In this system, denitrification were not occurred because of the high DO.

• 한국물환경학회지
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• 제28권1호
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• pp.63-70
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• 2012

This study was carried out to investigate change in influent concentration of domestic wastewater flowed from a newly constructed separate sewer system (SSS) and biological nutrients removal efficiency of a full scale Air-vent sequential batch reactor (SBR, $600m^3/d$). The average concentration of $BOD_5$, SS, T-N and T-P from SSS were 246.5 mg/L, 231.6 mg/L, 42.974 mg/L, 5.360 mg/L, respectively which corresponds to 2.2times, 1.2times, 1.8times and 2.1times higher than those from the conventional combined sewer system (CSS). The removal efficiency of $BOD_5$, SS, T-N, and T-P for the Air-vent SBR operated with influent from SSS averaged 99.1%, 99.0%, 91.2%, and 93.5%, respectively. Especially the respective nitrogen and phosphorus removal was 15% greater than that of the SBR operated with influent from CSS. Simultaneous nitrification and denitrification (SND) was observed in an aerobic reactor(II) as a result of DO concentration gradient developed along the depth by the Air-vent system. In order to achieve T-N removal greater than 90%, the C/N ratio should be over 6.0 and the difference between $BOD_5$ loading and nitrogen loading rate be over 100 kg/day (0.130 kg $T-N/m^3{\cdot}d$). Even with high influent T-P concentration of 5.360 mg/L from SSS (compared with 2.465 mg/L from CSS) T-P removal achieved 93.5% which was 15.5% higher than that of the SBR with influent from CSS. This is probably due to high influent $BOD_5$ concentration from SSS that could provide soluble carbon source to release phosphorus at anaerobic condition. In order to achieve T-P removal greater than 90%, the difference between $BOD_5$ loading and phosphorus loading rate should be over 100 kg /day (0.130 kg $T-N/m^3{\cdot}d$).