• 대한환경공학회지
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• 제37권6호
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• pp.363-370
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• 2015

인공폐수로 연속회분식 하수처리시스템에서 바이오플라스틱인 PHAs의 생산에 대하여 연구하였다. 실험은 하수처리장에서 식종슬러지를 채취하고, 실험실 내에서 제작된 인공하수를 이용하여 4 L 규모의 2조의 연속회분식반응기로 수행하였다. 인공하수의 영양조건(C/N/P)은 42:10:1로 운전되었으며, 연속회분식반응기는 호기상태에서 Feast/Famine 조건을 부여하는 ADF (aerobic dynamic feeding)의 SBR 1과 혐기/호기조건에서 Feast/Famine 조건을 부여하는 AODF (anaerobic/oxic dynamic feeding)의 SBR 2로 운전하였다. PHAs의 생산은 AODF가 ADF 보다 우수하였으며, ADOF 에서 바이오매스 대비 최대 40.0%(w/w)로 높게 생산되었으며, 구조적 및 열적 물성도 우수한 것으로 나타났다.

• 한국물환경학회지
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• 제23권5호
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• pp.689-696
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• 2007

Kinetic analysis was important to develope the biological nutrient removal process effectively. In this research, anoxic-anaerobic-aerobic system was operated to investigate kinetic behavior on the nutrient removal reaction. Nitrification and denitrification were important microbiological reactions of nitrogen. The kinetics of organic removal and nitrification reaction have been investigated based on a Monod-type expression involving two growth limiting substrates : TKN for nitrification and COD for organic removal reaction. The kinetic constans and yield coefficients were evaluated for both these reactions. Experiments were conducted to determine the biological kinetic coefficients and the removal efficiencies of COD and TKN at five different MLSS concentrations of 5000, 4200, 3300, 2600, and 1900 mg/L for synthetic wastewater. Mathematical equations were presented to permit complete evaluation of the this system. Kinetic behaviors for the organic removal and nitrification reaction were examined by the determined kinetic coefficient and the assumed operation condition and the predicted model formulae using kinetic approach. The conclusions derived from this experimental research were as follows : 1. Biological kinetic coefficients were Y=0.563, $k_d=0.054(day^{-1})$, $K_S=49.16(mg/L)$, $k=2.045(day^{-1})$ for the removal of COD and $Y_N=0.024$, $k_{dN}=0.0063(day^{-1})$, $K_{SN}=3.21(mg/L)$, $k_N=31.4(day^{-1})$ for the removal of TKN respectively. 2. The predicted kinetic model formulae could determine the predicted concentration of the activated sludge and nitrifier, investigate the distribution rate of input carbon and nitrogen in relation to the solid retention time (SRT).

• 상하수도학회지
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• 제25권3호
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• pp.383-390
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• 2011

In this study, a process combined biofiltration with sulfur-utilizing autotrophic denitrification and membrane separation was proposed to examine the efficiency of nitrogen removal. As an experimental device, hollow-fiber module was installed in the center of reactor to generate the flux forward sulfur layer in the cylinder packed with granular sulfur. In addition, a simple module was installed in activated sludge aeration tank which inside and outside of sulfur-using denitrification module was covered with microfilter and the module was considered as an alternative of clarifier. The experiment for developing new MBR process was carried out for three years totally. As the results of first two-year experiment, successful nitrogen removal performance was revealed with lab-scale test and pliot scale plant using artificial wastewater and actual plating wastewater. In this year, pilot scale test using actual domestic wastewater was performed to prove field applicability. As the results, high-rate nitrogen removal performance was confirmed with about 0.19 kg ${NO_3}^--N/m^3$ day of rate. Also significant fouling and pressure increase were not found during the experiment. And, the production ratio of sulfate and the consumption ratio of alkalinity showed a slightly higher value about 311 mg ${SO_4}^{2-}/L$ and 369 mg $CaCO_3$/L, respectively. In conclusion, the developed MBR process can be utilized as an alternative for retrofiting existing wastewater plants as well as new construction of advanced sewage wastewater treatment plants, with cost-effective merit.

• 한국지반환경공학회 논문집
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• 제10권5호
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• pp.33-39
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• 2009

본 연구는 정읍시에서 배출되는 하수 슬러지, 축산 분뇨, 음식물 쓰레기를 대상으로 Pilot Scale($100m^3$) 초고온 호기성 퇴비화 공정에서의 복합 악취 및 12개 지정 악취물질을 평가하였다. 각각의 대상 물질은 종균과 혼합하였고 1차 50일, 2차 60일 기간동안 운전하였다. 호기성 퇴비화가 진행됨에 따라 1차, 2차 퇴비화공정에서 온도가 상승하여 약 $90{\sim}95^{\circ}C$가 되었다. 악취 분석을 위한 시료는 1차의 경우 퇴비상부에서, 2차의 경우 Pilot Plant 경계지점에서 채취하였다. 지정 악취 물질 12개 항목의 기기 분석에서 악취의 주요 원인으로는 암모니아, 메틸머캅탄, 디메틸다이설파이드, 트리메틸아민이었다. 초기 복합악취의 농도는 퇴비화 공정이 끝난 후의 농도보다 높았지만 규제기준을 넘지 않았다. 초고온 호기성 퇴비화 공정에서는 적절한 교반시점과 발효 온도가 악취 발생의 중요한 인자라고 판단된다.

• 한국물환경학회지
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• 제23권6호
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• pp.850-862
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• 2007

This study was carried out to survey the actual conditions of wastewater treatment facilities to obtain basic data for the management of wastewater from industrial complexes in Chungcheongnam-do province. Wastewater production flow per site area by watersheds was $49.2m^3/km^2/d$ for Sapgyoho, $8.1m^3/km^2/d$ for Anseongcheon, $5.7m^3/km^2/d$ for Seohae, and $2.9m^3/km^2/d$ for Geumgang. Sapgyoho showed 75% of the total production flow, which was the highest value, Geumgang showed 4% of total flow, which was the lowest value. Average total extra rate as production flow/capacity flow in the wastewater treatment facilities for industrial complex is 49%. Considering by watersheds, the extra rates of Seohae, Geumgang, Anseongcheon, and Sapgyoho, are 73%, 65%, 62%, and 33% respectively. This means that the design of capacity flow in wastewater treatment facilities was too large. Effluent concentration of wastewater treatment facilities did not exceed discharge limit mostly. The removal efficiency rate for water quality item was 90% in BOD, 70% in COD, 80% in SS, 30 to 80% in TN, and 20 to 90% in TP, so the organic removal was good, but the nutrient removal was low and interval of variation was high. The removal efficiency rate of the agricultural was industrial complexes is lower than the national and local complexes. The construction cost of the wastewater treatment facilities in Chungcheongnam-do was $1,756Won\;per\;m^3$, treatment cost was $189Won\;per\;m^3$, and they were about two times and 1.2 times higher than the nation-wide cost, respectively. The treatment cost consists of 39% for man power, 21% for chemical, 16% for power, 11% for sludge treatment, and 13% for others.

• 한국물환경학회지
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• 제26권1호
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• pp.160-167
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• 2010

In this research, the performance evaluation between an alternating type process and a recirculating type process was investigated by using mathematical models. The Advanced Phase Isolation Ditch (APID) process and the $A^2/O$ process were selected the target processes of the alternating type and recirculating type, respectively. For more quantitative evaluation, 5 performance indexes which included economy and energy efficiency as well as effluent quality were used, and various disturbance conditions of influent were given to the process models. As simulation results, the APID process which had the specific operation modes to use the organic matter in influent effectively showed higher efficiency of denitrification than the $A^2/O$ process. In the case of effluent TSS, the $A^2/O$ process that the retention time in reactors could be maintained stably was more effective than the APID process. In the cases of various disturbance condition, although it was identified that both two processes had similar effluent quality, the sludge production of the $A^2/O$ process showed lower than that of the APID process while the APID process showed higher energy efficiency.

• 상하수도학회지
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• 제27권2호
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• pp.261-272
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• 2013

Algae boom (Red tide) in south coastal area of Korea has been appeared several times during a decade. If algae boom appears in the desalination plant, media filter and UF filter are clogged quickly, and the plant should be shutdown. In general, Algae can be removed from water by flotation better than by sedimentation, because of the low density of algal cell. The purpose of this study conducts the CFD simulation of DAF flotation basin to apply the design of the dissolved air flotation with ball filter in the Test Bed for SWRO desalination plant. In this study, Eulerian-Eulerian multiphase model was applied to simulate the behavior of air bubbles and seawater. Density difference model and gravity were used. But de-sludge process and mass transfer between air bubbles and seawater were ignored. Main parameter is hydraulic loading rate which is varied from 20 m/hr to 27.5 m/hr. Geometry of flotation basin were changed to improve the DAF performance. According to the result of this study, the increase of hydraulic loading rate causes that the flow in the separation basin is widely affected and the concentration of air is increased. The flow pattern in the contact zone of flotation basin is greatly affected by the location of nozzle header. When the nozzle header was installed not the bottom of the contact zone but the above, the opportunity of contact between influent and recycle flow was increased.

• 분석과학
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• 제18권3호
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• pp.216-223
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• 2005

연구에서는 일본의 공정시험법에 따라 7종의 아민 표준물질로부터 검량선을 작성하고 실제 공기 중의 아민시료를 채취하여 농도를 산정하였다. 검량선은 좋은 직선상관을 보였으며, 50 L의 시료채취시 트리메틸아민의 경우 검량한계가 0.033 ppb(0.040 ng)로 나타나 부지경계선에서의 규제농도(공업지역 20 ppb, 기타지역 5 ppb)까지 검출 가능함을 확인할 수 있었다. 실제 측정사례로서 하수처리장과 랜더링사업장에서 채취된 시료를 분석한 결과 methyl amine, dimethyl amine, trimethyl amine, i-propyl amine의 4종류의 아민류가 검출되었다. 하수처리장 A의 최초 침전지와 탈수실에서는 trimethyl amine이 각각 9.07 ppb, 7.79 ppb로 악취세기 2.5를 넘는 농도로 검출되었고 하수처리장 B의 폭기조와 분뇨투입동, 분뇨처리장의 기계실에서는 모두 dimethyl amine과 trimethyl amine이 평균 70.0 ppb, 2.44 ppb로 검출되어 악취에 대한 기여가 높다는 것을 알 수 있었다.

• 해양환경안전학회지
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• 제14권2호
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• pp.105-109
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• 2008

우리나라에서 대부분의 호수는 인이 제한영양염인 것으로 나타나고 있다. 그러므로 인의 제거는 하수처리에서 중요한 공정이라고 할 수 있다. 그러나 많은 하수처리장은 재래식처리공정으로 처리하고 있으며 인의 제거율이 $10{\sim}30%$로 낮게 나타나 인의 제거공정은 필요하게 되었으며 패각은 수중의 인을 제거할 수 있는 것으로 알려지고 있어서 인의 활용이 주목된다. 회분식으로 패각을 이용하여 인의 제거율을 조사한 결과 패각의 크기가 작을수록, pH가 높을수록 제거율이 높게 나타났다. 또한 칼슘의 주입농도를 달리하여 처리한 결과 칼슘의 농도가 높을수록 처리효율이 증가하였으며 칼슘의 농도를 20mg/L로 조절하여 실험한 결과 2시간 내에 90% 이상의 제거율을 나타내었다. 재순환을을 변화시켜 실험한 결과 재순환율이 증가할수록 제거율은 증가하였으며 PH 11에서 재순환율을 300%로 조절한 결과 인의 제거율은 80%가 되었다. 중탄신이온의 영향을 평가하기 위하여 중탄산이온의 농도를 달리하여 실험한 결과 중탄산이온의 증가에 따라 인의 제거율은 감소하는 것으로 나타났으며 감소하는 비율은 지수함수로 나타났다.

• Journal of Species Research
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• 제9권4호
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• pp.346-361
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• 2020

In the project of a comprehensive investigation of indigenous prokaryotic species in Korea, a total of 39 bacterial strains phylogenetically belonging to the classes Betaproteobacteria and Gammaproteobacteria were isolated from various environmental sources such as soil, cultivated soil, sludge, seawater, marine sediment, algae, human, tree, moss, tidal flat, beach sand and lagoon. Phylogenetic analysis based on 16S rRNA gene sequences revealed that 39 strains showed the high sequence similarities (≥98.7%) to the closest type strains and formed robust phylogenetic clades with closely related species in the classes Betaproteobacteria and Gammaproteobacteria. In the present study, we report 14 species of 9 genera of four families of two orders in the class Betaproteobacteria and 25 species of 21 genera of 15 families of eight orders in the class Gammaproteobacteria, which have not been reported in Korea. Morphological, biochemical, and physiological characteristics, isolation sources, and NIBR deposit numbers are described in the species descriptions.