• 상하수도학회지
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• 제22권5호
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• pp.581-587
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• 2008

In this study, we investigated the buffering effect with different COD, $NH_4{^+}-N$ and TP shock loads on the performance of lab-scale Sequencing Batch Reactor(SBR) using synthetic wastewater. This study was operated under the following conditions : HRT, 12 hrs : MLSS, 2,000 mg/L : F/M ratio, $0.2kgCOD/kgMLSS{\cdot}d$ : SRT, 20days, and was increased by a factor, COD : ranging from 200-2000 mg/L, $NH_4{^+}-N$ : ranging from 30-300 mg/L, T-P : ranging from 5-50 mg/L in the reactor. As results, COD removal rate at different shock loads was decreased until 42.1%(stable state : 95%) and concentration with effluent was higher than 695 mg/L(at Run 6). In case of $NH_4{^+}-N$ removal rate was decreased until 35.8% from 97.0% and also T-P removal rate was decreased until 5.0%. Effluent concentrations of COD, $NH_4{^+}-N$ and T-P were rapidly increased according to shock loads and needed 3, 4 and 6 additional cycle times for recovering the stable condition.

• 한국환경보건학회지
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• 제26권3호
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• pp.92-97
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• 2000

The treatment of the washout from small scale incinerator was performed physically, chemically and biologically. The results are as follows. 1. SS, FS removal efficiency of washout wastewater from incinerator was 67.4%, 37.4%, while SS, FS of sewage wastewater was removed 63.2% 35.4% respectively. 2. The optimal conditions for chemical coagulation turned out to be pH 7.5, alum(Al2O3 10%) 30ml/ι and polyelectrolyte(A-601P 0.1%) 4ml/ι. SS 86%, FS 89.5%, BOD 42.5% and CODMn, 63.5% was removed and the removal efficiency of some metals are shown as Pb 93.5%, Zn 86.5% and Fe 80.6%. The concentration of the effluent was SS 9mg/ι, BOD 98.4mg/ι, and CODMn 138.4mg/ι. 3. The removal efficiency in treating washout wastewater of incinerator through HBC-briquet media was getting higher with increasing HRT, and mixed wastewater with 1:1, 1:2 ratio could be met up to the standard limit with higher HRT than 12hr. Under the condition of 1:2 mix ratio and HRT 24 hr, removal efficiency of SS, BOD, CODMn, T-N and T-P was 92.1%, 90%, 87%, 48.2% and 48%, respectively, and the concentration of treated wastewater was SS 2.9 mg/ι, BOD 10.3mg/ι, CODMn 14.1mg/ι, T-N 11.6 mg/ι and T-P 1.3 mg/ι, respectively.

• 전기화학회지
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• 제16권3호
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• pp.123-128
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• 2013

유기물 첨가에 따른 CDI 모듈셀의 N, P 제거 특성을 위해 2000 ppm $NH_3$, $H_3PO_4$에 methanol, ethanol, iso-propanol, methoxy ethanol, glucose을 1, 2, 3 vol.%를 첨가해 용량 및 이온의 흡 탈착능을 관찰하였다. $NH_3$에서는 탄소수가 증가할수록 용량은 감소하는 경향을 나타내었으며, 용량은 methanol 3 vol.% 첨가 될 때 유기탄소 간섭 전보다 흡착은 16.4%, 탈착은 30.4%의 질소 제거율 증가를 나타내었다. $H_3PO_4$에서는 iso-propanol 2 vol.% 첨가 시에 유기탄소 간섭 전보다 흡착은 63%, 탈착은 54.7% 인산염의 제거율 증가를 확인하였다. 따라서 본 연구에서는 폐수 내의 유기물을 제거하지 않고 N, P 제거 효과와 운영비용을 감소할 수 있는 결과를 나타내었다.

• Korean Chemical Engineering Research
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• 제45권2호
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• pp.190-196
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• 2007

본 연구에서는 전기화학적 처리공정을 이용하여 전극판 종류에 따른 질산성 질소의 농도별 제거효율을 살펴보았고, 여기서 선정된 전극으로 운전조건(pH 변화, 전류밀도, 환원제, 교차전류)을 변화시켜 질산성 질소 제거효율, 에너지소모량에 따른 최적운전조건을 평가하였다. 또한 단일공정에 의한 처리가 아닌 다단계 전기화학적 처리를 통한 질산성 질소 제거 실험을 진행하였다. 100 mg $NO_3^{-}$ -N/L 농도로 실험한 결과에서 동일 전극인 경우 Zn-Zn 전극판, 불용성 산화전극 백금(Pt)인 경우 Pt-Ti 전극에서 높은 질산성 질소 제거효율을 나타내었다. 150 mg $NO_3^{-}$ -N/L에서 Zn-Zn 전극판인 경우 pH 조절없이 전기분해한 결과 70~85%, 불용성 산화전극인 백금(Pt)인 경우 Pt-Ti 전극에서 40~50%의 질산성 질소 제거효율을 나타내었다. 그리고 고농도인 500, 1,000 mg $NO_3^{-}$ -N/L 질산성 질소 제거 실험결과, 농도가 증가할수록 제거효율은 감소하는 경향을 보이지만 에너지 소모량에 대한 질소 제거효율은 증가하였다. 다단계 전기화학적 처리 실험결과, Test 4 조건을 최적의 조건으로 선정하였으며 그 이유는 다음과 같다. 첫 번째, 1단계에서 소모된 Zn 양극의 대부분을 2단계 이후 공정에서 회수하였고, 두 번째, 2단계 이후에서는 불용성 백금을 산화전극으로 사용함으로써 전극 소모 가능성을 줄였으며, 마지막으로 Zn을 환원전극으로 사용함으로써 Zn의 재이용 가능성을 높였다. 따라서, 질소를 함유한 표면처리 폐수 처리에 전기화학적 공정이 적용될 수 있을 것으로 판단된다.

• 환경위생공학
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• 제12권3호
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• pp.127-130
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• 1997

The removal of algae was conducted by loess, aluminum sulfate and PAC on a laboratory scale. The loess was consists of organic matter 1.4%, T-N $289{\mu}g/g$, T-P $17{\mu}g/g$, $Al841.2{\mu} g/g$, Fe $592.7{\mu}g/g$, Ca $10.6{\mu}g/g$, Mg $85.5{\mu}g/g$ and Mn $6.6{\mu}g/g$. Test water was dominated by Microcystis aeruginosa. When test water was mixed with 0.01, 0.05. and 0.1 g/$\ell$ of the loess in 5 minutes, after settled in 1 hour, the removal of chl-a was 2, 22, and 36% respectively. The removal of chl-a was 69%, 70% in pH 4.5 and 9.0 and above 92% between pH 5.0 and 8.0 after the $2mg/{\ell}$ of aluminum sulfate was added. When the $2mg/{\ell}$ of PAC and $0.05g/{\ell}$ of loess were added to test water together, the removal of chl-a was 95-99% in pH 4.0-8.0, 60% in pH 9.0, and 18% in pH 10.0. The removal of chl-a was higher when loess, aluminum sulfate and PAC was used together than used alone.

• 대한환경공학회지
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• 제32권10호
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• pp.949-956
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• 2010

하수의 질소 인 동시 제거를 위해 MBR 공정과 SDR 공정순으로 구성하여 처리용량 $10\;m^3$/일의 pilot plant를 약 350일 동안 운전을 하였다. MBR 유출수에 알칼리도($NaHCO_3$)와 응집제(Alum)를 일정한 농도로 주입하여 황 탈질 공정에서 질소 인을 동시에 제거하기 위해 인 제거와 탈질효율에 대한 영향을 조사하였다. MBR 유출수에 응집제를 주입 여부에 따라 SDR 공정에서의 T-N 제거율은 92.1%와 87.8%로 각각 나타났으며, 탈질율은 93.8%와 87.1%로 각각 나타났다. T-P 제거율은 응집제를 주입하지 않고 실험한 결과 약 26.7%로 나타났지만, Alum 2.6~4 mg/L (as Al)를 연속적으로 주입하여 실험한 결과에서 75.6%의 T-P 제거율이 나타났다. 따라서 응집제를 주입함에 따라 SDR 공정에서 탈질효율은 약 6.7% 정도 감소하였으며, 인 제거율은 증가되는 것으로 나타났다.

• 대한환경공학회지
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• 제27권5호
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• pp.519-524
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• 2005

국내 하수의 낮은 C/N비를 나타내는 특성으로 인하여 질소와 인의 효과적인 제거를 위해서는 추가적인 보조 탄소원의 주입이 필요한 실정이다. 여러 가지 적용 가능한 외부 탄소원 중, 음식폐기물은 다량의 유기물을 함유하고 있어 다양한 전처리를 통하여 하 폐수 고도처리 공정의 외부탄소원으로 이용가치가 높다고 할 수 있다. 본 연구에서는 음식폐기물 고속발효건조 과정에서 발생하는 음식폐기물 응축수를 A/O 공정으로 구성된 막 결합 생물반응조의 외부탄소원으로 적용 가능성에 대해 평가하고 다양한 운전 조건에서의 질소 인 성분의 제거 효율을 살펴보았으며, 막 오염에 영향을 미칠 수 있는 다양한 인자들에 대한 평가를 실시하였다. 실험 결과 무산소 조건에서 0.19 g $NO_3-N/g$ VSS/day의 탈질율을 얻을 수 있었으며 연속운전에서는 음식폐기물 응축수 주입을 통하여 총질소와 인 성분의 제거율을 각각 최대 64%, 41% 향상 시킬 수 있었다. 또한 유입수 유량의 0.5% (vol/vol)의 외부탄소원 주입 조건에서도 효과적인 처리효율을 얻을 수 있었으며, 전체 공정의 수리학적 체류시간 8시간 이상, 무산소조와 호기조의 체류시간은 각각 3시간, 5시간에서 최적의 처리효율을 나타내었다. 실제 생환하수 처리 시, 질소와 인의 제거효율은 증진되었으나 막 결합 생물 반응조 내의 전체 입자의 크기 증가 및 미생물 체외고분자 물질 중 단백질 성분의 증가로 인하여 전체 막 저항 값이 증가하는 경향을 보였으며, 유입수의 고형물질의 조절을 통하여 막 오염을 줄일 수 있었다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제20권6호
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• pp.117-126
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• 2015

Reductive degradation of hexahydro-1,3,5-trinitro-1,3,5-triazine (RDX) by nanoscale zero-valent iron (nZVI) was investigated to evaluate the feasibility of using it for in-situ groundwater remediation. Batch experiments were conducted to quantify the kinetics and efficiency of RDX removal by nZVI, and to determine the effects of pH, dissolved oxygen (DO), and ionic strength on this process. Experimental results showed that the reduction of RDX by nZVI followed pseudo-first order kinetics with the observed rate constant (k_obs) in the range of 0.0056-0.0192 min⁻¹. Column tests were conducted to quantify the removal of RDX by nZVI under real groundwater conditions and evaluate the potential efficacy of nZVI for this purpose in real conditions. In column experiment, RDX removal capacity of nZVI was determined to be 82,500 mg/kg nZVI. pH, oxidation-reduction potential (ORP), and DO concentration varied significantly during the column experiments; the occurrence of these changes suggests that monitoring these quantities may be useful in evaluation of the reactivity of nZVI, because the most critical mechanisms for RDX removal are based on the chemical reduction reactions. These results revealed that nZVI can significantly degrade RDX and that use of nZVI could be an effective method for in-situ remediation of RDX-contaminated groundwater.

• 한국물환경학회지
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• 제23권6호
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• pp.966-972
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• 2007

A novel organoclay has been developed with aluminium-pillared clay modified with an amphoteric surfactant, N-Dodecyl-N,N-dimethyl-3-ammonio-1-propanesulfonate (DDAPS). This novel organoclay is expected to have phosphorus removal capacity as well as organic and inorganic contaminant removal capacity, due to aluminum inside the clay structure. It also exhibited less surfactant desorption than conventional cation surfactant-based organoclays. Phosphorus in water can be decreased from 0.2 mg/L to 0.0012 mg/L in 27 hours with this organoclay. Also, cadmium could removed from water using this proposed organo-clay. Experiments were performed under various pHs and amphoteric surfactants sorption capability was the highest at pH 5 when more of the amphoteric surfactant head group took on positive charges.

• Journal of Microbiology and Biotechnology
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• 제10권4호
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• pp.455-461
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• 2000

Abstract Spirulina platensis was grown in SWlUe waste to reduce inorganic compowlds and simultaneously produce feed resources. Spirulina platensis prefers nitrogenous compounds in Ibe order: $NH_4^{+}-N>NO_3^{-}-N>simple-N$ such as urea and simple amino acids. It even consumes $NH_4^{+}-N$ first when urea or nitrate are present. Therefore, the content of residual $NH_4^{+}-N$ in Spimlina platensis cultures can be determined by the relative extent of the following processes: (i) algal uptake and assimilation; (ii) ammonia stripping; and (iii) decomposition of urea to NH;-N by urease-positive bacteria. The removal rates of total nitrogen ffild total phosphorus were estimated as an indicator of the treatment effIciency. It was found that Spirulina platensis was able to reduce 70-93% of $P_4^{3-}-P$, 67-93% of inorganic nitrogen, 80-90% of COD, and 37-56% of organic nitrogen in various concentrations of swine waste over 12 days of batch cultivation. The removal of inorganic compounds from swine waste was mainly used for cell growth, however, the organic nitrogen removal was not related to cell growlb. A maximum cell density of 1.52 dry-g/l was maintained with a dilution rate of 0.2l/day in continuous cultivation by adding 30% swine waste. The nitrogen and phosphorus removal rates were correlated to the dilution rates. Based on the amino acid profile, the quality of the proteins in the Spirulina platensis grown in the waste was the same as that in a clean culture.ulture.