• 유기물자원화
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• 제15권2호
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• pp.128-135
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• 2007

음식물폐수, 축산폐수, 지렁이 등, 다양한 분리원으로부터 음식물류폐수내 섬유소, 지방, 단백질 등 유기 성분을 처리하기 위한 유기물분해 미생물을 분리하여 그 특징을 밝히고 균주를 동정하였다. 음식물류폐수에서 분리된 6종의 균주를 비롯하여 음식물폐수내 삼성 유기물에 대한 분해능이 우수한 11균주를 최종적으로 분리하여 동정하였다. 분자생물학적 동정결과, 9종은 Bacillus 속으로 밝혀졌고, 2종은 Enterobacter 속 및 Pantoea agglomerans로 동정되었다. 유기물분해효소 활성도 조사결과, 음식물폐수로부터 분리된 FWB-5 (Bacillus pumilus)와 FWB-6 (B. lichenisformis) 및 축산폐수로부터 분리된 OD-4 (Pantoea agglomerans)의 균주에서 섬유소에 대한 효소활성이 가장 높게 나타난 것을 비롯하여 전체적으로 효소활성도가 높게 나타났다. FWB-5 및 OD-4의 경우, 효소활성을 위한 최적 생장온도 및 pH는 각각 $37^{\circ}C$ 및 7.0으로 나타났으며, FWB-6의 경우, $25^{\circ}C$에서 단백질 및 지질에 대한 효소활성도가 높게 관찰되었다.

• 상하수도학회지
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• 제21권3호
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• pp.295-303
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• 2007

Nitrogen compounds in municipal wastewater can be divided into biodegradable and nonbiodegradable fractions with biodegradability. Biodegradable nitrogen compounds can be removed through biological nitrification and denitrification processes, and nonbiodegradable nitrogen compounds affect the effluent quality of biological nutrient removal processes. The amount of nitrifiable nitrogen compounds, which are the sum of ammonia and biodegradable organic nitrogen, has been estimated by respirometry. Respirometry shows good estimation of the concentration of nitrifiable nitrogen when a synthetic sample of ammonium chloride is dosed. The estimated concentration of nitrifiable nitrogen compounds in municipal wastewater is close to ammonia concentration in municipal wastewater, but it is lower than that for the synthetic sample. If nitrogen assimilated into cell synthesis of nitrifiers and heterotrophs is considered, the total amounts of nitrifiable nitrogen compounds, which are nitrified and assimilated, could be more accurately estimated. The concentration of nitrifiable nitrogen compounds, which are biodegradable, is about 31 mg N/l, and this is 119% of ammonia and 94% of total nitrogen. Ammonia, nitrate, biodegradable organic nitrogen, and nonbiodegradable nitrogen are about 79%, 1%, 15%, and 5% of the total nitrogen in municipal wastewater, respectively.

• 상하수도학회지
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• 제18권2호
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• pp.165-173
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• 2004

Behavior of hazardous organic compounds including bisphenol A, phtalic acid, and phosphoric acid in low pressure nanofiltration process were investigated. In the case of NTR729HF, rejection of all target organic compounds except 2-H-Benzothiazol and 2-isopropyl phenol was more than 90%. The lowest rejection for 2-H-Benzothiazol was observed in another membranes. The UTC60 and UTC20 showed similar rejection characteristics of hazardous organic compounds. Although the rejection of Bisphenol A, n-buthyl benzenesulfoneamide, N-ethyl-p-toluensulfonamide, 2-H-benzothiazol, p-t-butylphenol and 2-isopropyl phenol was less than 30%, the rejection of tributyl phosphate, triethyl phosphate, camphor, 2,2,4 trimethyl 1,3 pentandiol and diphenyl amine was more than 90% in the case of UTC60 and UTC20. The rejection characteristics of various hazardous organic compounds were converted into one parameter Ks, which was proposed in the diffusion-convection model. The Ks of hazardous organic compounds were discussed by comparing with their solute size represented by Stokes radius. The diffusion convection model considering Ks was successful to interpret rejection characteristics of hazardous organic compounds by low-pressure nanofiltration membranes.

• Fisheries and Aquatic Sciences
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• 제10권4호
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• pp.205-214
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• 2007

Surface water and sediment samples collected from the Mokpo coast of Korea were analyzed for molecular markers of organic municipal wastewaters, i.e., 11 fecal sterols including coprostanol (Cop) and nonylphenolic compounds (NPs), to characterize the main routes of these wastewaters to the coast and to assess contamination levels. Concentrations of Cop ranged from 94 to 7,568 ng/L in surface water and from 43 to 38,108 ng/g dry weight in sediments. Concentrations of NPs [nonylphenol (NP) and nonylphenol mono- and di-ethoxylates ($NP_{1-2}EOs$)] ranged from 123 to 4,729 ng/L in surface water and from 4 to 2,119 ng/ng dry weight in sediments. The levels of these compounds were much higher at stations near the rivers that pass through the urban center of Mokpo and the outfall of the wastewater treatment plant (WWTP). The spatial distribution of Cop levels was statistically similar to that of NPs (r=0.809 and 0.982 in surface water and sediments, respectively), indicating that these compounds may have similar discharge points, transport, mixing, and deposition in the study area. These results suggest that considerable amounts of organic wastewater compounds are discharged through rivers and WWTP effluent to the Mokpo coast.

• 한국물환경학회지
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• 제31권1호
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• pp.29-34
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• 2015

The aim of this study is to understand the limitation of organic pollutant indexes ($BOD_5$, $COD_{Mn}$, $COD_{Cr}$) and estimate to set the TOC standard by comparing oxidation rates of $BOD_5$, $COD_{Mn}$, $COD_{Cr}$ and TOC based on the 487 organic compounds and 11 effluents from industrial wastewater containing various and unknown organic compounds. The range of ratio of theoretical oxygen demand (ThOD) to theoretical organic carbon (TOCt) was 0.00~5.33 and average ratio of classes of organic compounds was 2.68~3.70. According to classes of organic compounds, the average ratio of $O_2/C$ was 1.2 (range : 1.02~1.39). The order of oxidation rate for 15 organic compounds was TOC (90.7%) > $COD_{Cr}$ (88.8%) > $BOD_5$ (54.4%) > $COD_{Mn}$ (30.8%) indicating the lower oxidation rate of $BOD_5$ and COD compared with TOC. The ranking for average oxidation rate was $COD_{Cr}$ > $COD_{Mn}$ > $BOD_5$ indicating that $BOD_5$, $COD_{Mn}$ could be underestimated comparing with ThOD of organic compounds in case of industrial wastewater containing high concentration of refractory organic compounds. Most of the relationships between organic pollutant indexes and TOC were higher than 0.9. The ratio of TOC to organic compound indexes decreased in the order : $COD_{Cr}$ (3.4) > $COD_{Mn}$ > (1.9) > $BOD_5$ (0.7).

• 분석과학
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• 제10권5호
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• pp.332-342
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• 1997

15종의 휘발성 유기오염물질을 blank water에 $20{\mu}g/L$의 농도로 첨가하여 Purge and Trap과 Gas Chromatograph/Mass Spectrometer(GC/MS)로 분석하였다. 그 결과 100%의 총평균 회수율과 3.6%의 평균상대표준편차를 얻었으며, 검출한계는 $1.9{\sim}3.3{\mu}g/L$를 나타내어 분석법이 적합함을 알 수 있었다. 반월염색단지 공동폐수처리장의 폐수를 분석한 결과 15종의 유기물이 검출되었으며, 이 중 미국 EPA에서 규제하는 priority pollutant는 trichloroethylene, tetrachloroethylene, toluene, ethylbenzene 등 4종이었다. 한편, 환경부가 폐수 중에서 규제하는 trichloroethylene과 tetrachloroethylene의 농도는 각각 34.6과 $75.6{\mu}g/L$로 배출허용기준 이하로 검출되었다.

• 한국환경과학회지
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• 제9권1호
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• pp.89-93
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• 2000

Twenty organic chemical substances(Table 2) were isolated from untreated wastewater, as well as treated wastewater, collected at 76 companys of 9 industry group located in the basin of Youngsan River. Those organic compounds were analyzed by Gas Chromatography/Mass Spectrometry(GC/MS) and confirmed through comparison with each standard reagents. Phenol, which was not detected in the raw wastewater, was identified in the effluent of treatment facility, indicating that phenol is generated from isopropylbenzene of plant wastewater.

• 생명과학회지
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• 제24권8호
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• pp.887-894
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• 2014

유기염소계 난분해성 산업폐수처리에 효과적인 미생물제제 개발을 위하여 PCP (pentachlorophenol)와 TCE (trichloroethylene) 등과 같은 유기계 염소화합물이 오염되어있는 토양 및 산업폐수로부터 PCP 분해활성이 높은 GP5, GP19와 TCE 분해활성이 높은 GA6, GA15를 분리하였다. 이들 분리균주 GP5, GP19, GA6, GA15등은 Acetobactor sp., Pseudomonas sp., Arthrobacer sp., Xanthomonas sp.과 유사한 것으로 나타나 최종적으로 Acetobacter sp. GP5, Pseudomonas sp. GP19, Arthrobacer sp. GA6, Xanthomoas sp. GA15로 명명하였다. 유기염소계 산업폐수의 처리를 위한 복합미생물제제 OC17은 PCP와 TCE를 분해하는 4개의 분리 분리균주와 방향족화합물 분해균주인 Acinetobacter sp. KN11, Neisseria sp. GN13의 배양액을 혼합하여 제조하였다. 복합미생물제제 OC17은 $2.8{\times}10^9CFU/g$의 균체수를 갖고 있으며, 밀도는 $0.299g/cm^3$, 수분함량은 26.8%를 나타내었다. 복합미생물 제제 OC17은 PCP 500 mg/l가 포함되어있는 인공폐수를 이용한 실험에서 배양 65시간에 87%의 분해효율을 나타내었고, TCE (300 uM)의 분해효율은 배양 50시간에 90%의 분해효율을 나타내었다. 복합미생물제제 OC17을 이용한 유기 염소계 산업폐수의 처리효율 시험을 위한 연속배양 실험 에서 10일간 처리 하였을 때 91%의 COD 제거효율을 나타내었다.

• 상하수도학회지
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• 제13권3호
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• pp.91-100
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• 1999

Treatment conditions of DAF(Dissolved Air Flotation) and removal rates of VOCs(Volatile Organic Compounds) in mixed water of H raw water and VOCs were investigated. The used VOCs were benzene, toluene, ethylbenzene, and xylene in aromatic compounds and iso propyl mereaptan, n-butyl mereaptan, dimethyl disulfide, and iso butyl mercaptan in odors. The related parameters include water type, treatment method, clay concentration, pH condition, flocculation time, flotation time, per-cent recycle, water temperature, pressure. The removal rates of VOCs were different on treatment process and water condition. Treatment time was longer, removal rates of VOCs was higher. Water temperature was more important than pressure in DAF parameters. Molecular weight was related with removal rate in several kinds of VOCs were decraesed by competition of each component in II raw water. When algac blooming D water was treated by DAF, TCOD(Total chemical Oxygen Demand) and chorophyll a was removed over 96%.

• 한국표면공학회지
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• 제35권6호
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• pp.401-407
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• 2002

Most of organic compounds discharged from industrial wastewater are treated by chemical oxidation, adsorption and biodegradable process. This process has been demanded a new advanced environmental wastewater treatment process. From this point of view, an electrochemical oxidation process using electrocatalysts has been developed for the destruction of organic compounds. Through this study, a ruthenium oxide/iridium oxide supported on titanium expanded metal was fabricated by thermal decomposition method and its performance was excellent during this experiment.