• 토지주택연구
• /
• 제2권1호
• /
• pp.87-92
• /
• 2011

음식물폐기물 처리 과정에서 발생되는 음폐수의 효율적인 처리를 위한 혐기소화공정을 선정하기 위하여, 단상 및 이상혐기소화공정을 대상으로 데모플랜트(일 5톤 처리용량)를 활용하여 성능을 비교하였다. TS, VS, tCOD 및 sCOD 처리율을 비교하여 보면 모든 항목에서 단상혐기소화공정의 처리율이 우수하였지만, 바이오가스는 오히려 이상혐기소화공정에서 더 많이 발생하였다. 이는 단상혐기소화공정의 경우 운전기간 동안 음폐수 투입량이 상대적으로 적어 처리효율은 뛰어 났지만, 음폐수 투입량 변동에 따른 바이오가스의 발생이 민감하게 반응을 한 결과로 해석된다. 이상혐기소화공정의 경우 총 COD가 상대적으로 매우 낮은 수준임에도 불구하고 바이오가스 발생량은 단상혐기소화공정보다 많이 발생되었다. 이는 음폐수 투입량이 일정하게 유지되었고, 산발효공정과 메탄발효공정이 분리되어 운영됨으로써 공정 전체가 안정적으로 운영되었기 때문인 것으로 판단된다. 음폐수처리를 위해서는 공정 선정이 중요하지만 단순 유기물처리율 비교만으로는 종합적인 평가가 어려우며, 이를 보완하기 위하여 원료성상, 투입량, 처리율, 운전기간, 바이오가스발생량 등을 종합하여 소화성능을 평가하여야 할 것이다.

• Environmental Engineering Research
• /
• 제10권5호
• /
• pp.257-263
• /
• 2005

A batch and a continuous type experiments were conducted to test the conditions for simultaneous phosphorus release and uptake, and denitrification, taking place in one process. The bacteria able to denitrify as well as to remove phosphorus were evaluated for the application to biological nutrient removal(BNR) process. In the batch-type experiment, simultaneous reactions of phosphorus release and uptake, and also denitrification were observed under anoxic condition with high organic and nitrate loading. However the rate and the degree of P release were lower than that occurred under anaerobic condition. BNR processes composed of anaerobic-anoxic-oxic(AXO), anoxic-anaerobic-oxic(XAO) and anoxic-oxic(XO) were operated in continuous condition. The anoxic reactors in each process received nitrate loading. In the AXO process, P release in anaerobic reactor and the luxury uptake in oxic reactor proceeded actively regardless to nitrate loading. However in XAO and XO processes, P release and luxury uptake occurred only with the nitrate loading less than $0.07\;kg{NO_3}^--N$/kgMLSS-d. With higher nitrate load, P release increased and the luxury uptake decreased. Therefore, it appeared that the application of denitrifying phosphorus-removing bacteria (DPB) to BNR process must first resolve the problem with decrease of luxury uptake of phosphorus in oxic reactor.

• 한국환경과학회지
• /
• 제8권4호
• /
• pp.525-532
• /
• 1999

This study was conducted to evaluate capability of dyeing wastewater treatment for 3 type reactors. These reactors were Packed Bed Reactor(PBR), Fluidized Bed reactor(FBR) and Moving Media Complete Mixing Activated Sludge reactor(MMCMAS). Experiments of PBR and FBR were performed by various packing ratios and organic loading rates, experiments of MMCMAS were performed by various organic loading rates. In order to obtain ${SBOD}_5$ removal efficiencies of more than 90%, the F/Mv ratios of PBR, FBR, MMCMAS were 0.11 kgBOD/kgMLVSS$\cdot$d, 0.12 kgBOD/kgMLVSS$\cdot$d, and 0.37 kgBOD/kgMLSS$\cdot$d, respectively. So MMCMAS system which has more active microorganisms showed better capability of organic removal and also stronger dynamic and shock loadings than those of PBR and FBR. In PBR and FBR, the media packing ratio of 20% showed better performance of organic matters removal effciencies than 10% and 30%, but sludge production rate at media packing ratio of 30% was relatively lower than that of 10% and 20%. When more than 90% organic matters removal efficiency was obtained, the ratios of attached biomass to total biomass at PBR, FBR, MMCMAS were 89~99%, 87~98%, and 54~80%, respectively. The ratio of attached biomass to total biomass was low in MMCMAS. This was formation of thin biofilm due to shear force between rotaing disc and water. The average sludge production rates(kgVSS/kgBODrem.) of PBR, FBR and MMCMAS were 0.20, 0.29 and 0.54, respectively.

• 상하수도학회지
• /
• 제34권6호
• /
• pp.463-471
• /
• 2020

A 1,000 ㎥/d DAF(dissolved air flotation) pilot plant was installed to evaluate the performance of the floating process using the Nakdong River. Efficiency of various DAF operations under different conditions, such as hydraulic loading rate, coagulant concentration was evaluated in the current research. The operation conditions were evaluated, based on the removal or turbidity, TOC(total organic carbon), THMFP(trihalomethane formation potential), Mn(manganese), and Al(aluminum). Also, particle size analysis of treated water by DAF was performed to examine the characteristics of particles existing in the treated water. The turbidity removal was higher than 90%, and it could be operated at 0.5 NTU or less, which is suitable for the drinking water quality standard. Turbidity, TOC, and THMFP resulted in stable water quality when replacing the coagulant from alum to PAC(poly aluminum chloride). A 100% removal of Chl-a was recorded during the summer period of the DAF operations. Mn removal was not as effective as where the removal did not satisfy the water quality standards for the majority of the operation period. Hydraulic loading of 10 m/h, and coagulant concentrations of 40 mg/L was determined to be the optimal operating conditions for turbidity and TOC removal. When the coagulant concentration increases, the Al concentration of the DAF treated water also increases, so coagulant injection control is required according to the raw water quality. Particle size distribution results indicated that particles larger than 25 ㎛ showed higher removal rates than smaller particles. The total particel count in the treated water was 2,214.7 counts/ml under the operation conditions of 10 m/h of hydraulic loading rate and coagulant concentrations of 60 mg/L.

• International Journal of Safety
• /
• 제3권1호
• /
• pp.27-31
• /
• 2004

Some of the petroleum products contain benzene which is well known as a confirmed human carcinogen. For example, gasoline products contain benzene ranging up to several percents by weight. High exposures to the benzene and other organic solvents would be likely to occur during intermittent tasks and or processes rather than continuous jobs such as sampling, repair, inspection, and loading/unloading jobs. The work time for these jobs is various. However, most of work time is very short and the representative time interval is 15 minutes. Thus, it is preferable to do exposure assessment for 15 minute time weighted average which is known as a short time exposure level(STEL) by ACGIH rather than for 8-hours TWA. It is particularly significant to the exposure monitoring for benzene since it has been known that the exposure rate plays an important role to provoke the leukemia. Due to the large variations, a number of processes/tasks, the traditional sampling technique for organic solvents with the use of the charcoal and sampling pumps is not appropriate. Limited number of samples can be obtained due to the shortage of sampling pumps. Passive samplers can eliminate these limitations. However, low sampling rates resulted in collection of small amount of the target analysts in the passive samplers. This is originated the nature of passive samplers. Field applications were made with use of passive samplers to compare with the charcoal tube methods for 15 minutes. Gasoline loading processes to the tank lorry trucks at the loading stations in the petroleum products storage area. Good agreements between the results of passive samplers and those of the charcoal tubes were achieved. However, it was found that special cautions were necessary during the analysis at very low concentration levels.

• 상하수도학회지
• /
• 제21권3호
• /
• pp.315-322
• /
• 2007

The purpose of this study was to investigate the biodegradability and performance of organic removal and methane production rate when treating piggery wastewater using a granule of two-phase anaerobic process applied UASB. BMP test was conducted as simple means to monitor relative biodegradability of substrate and to determine methane production of an organic material. The two-phase anaerobic process is consisted of a continuous flow stirred-tank reactor (CFSTR) for the acidification phase and an Upflow Anaerobic Sludge Blanket reactor (UASB) for the methanogenesis. The acidogenic reactor played key roles in reducing the periodically applied shock-loading and in the acidification of the influent organics. A stable maximum biogas production rate was 400mL. The methane contents ranged from 73 to 80% during the experimental period. It is known that most of the removed organic matter was converted to methane gas, and the produced biogas might be high quality for its subsequent use.

• 한국환경보건학회지
• /
• 제32권4호
• /
• pp.292-303
• /
• 2006

The Volatile Organic Compounds(VOCs) are emitted from various sources and have lots of different form. Recently human are spending the many times at indoor area and indoor air pollution is issued the important social problem. The emission sources of indoor air pollutants are very various, also indoor building materials are composed of very complex chemical compounds, these indoor building materials discharge very much VOCs and other hazardous compounds. In this study, we performed the small chamber test to investigate the VOCs emission concentration and characteristics involving five kinds of the indoor building materials(furniture material, wooden floor, wall paper, paint and tile) under different conditions of four temperature and relative humidity as account of the air flow rate(AFR), air exchange rate(AER), loading factor and air velocity respectively. As the result, It was showed that building materials are emitted the highest VOCs concentration at the beginning of experiment and furniture material is emitted the highest VOCs concentration. Most of the materials were affected by temperature, but paint and tile material were affected by humidity.

• 유기물자원화
• /
• 제18권3호
• /
• pp.50-59
• /
• 2010

본 연구에서는 고농도 유기성 폐기물인 음폐수와 돈분뇨를 혐기성 소화조(KH-ABC)에서 병합처리하여 대체 에너지원인 바이오가스를 생산하는 바이오가스 Pilot Plant의 성능을 검증하고 평가하였다. 그리고, 혐기성 소화 공정의 독성물질에 대한 저해 여부 가능성 및 소화액의 액비 활용 가능성에 대하여 살펴보았다. 원료 투입량, 수리학적 체류시간, 원료 배합비율(음폐수와 돈분뇨의 혼합비율) 등 운전조건의 변화에 따른 유기물(VS) 분해율, 바이오가스 생산량 및 메탄농도 등을 분석한 결과 원료의 유기물부하가 증가($1.2{\sim}2.0kg-VS/m^3{\cdot}d$)함에 따라 투입 유기물 당 바이오가스 생산량은 $0.60{\sim}0.69m^3/kg-VS_{input}$로 증가하는 경향을 보였다. 특히 원료투입량 $6m^3$/일, 원료배합비율 음폐수:돈분뇨=4:6, 수리학적 체류시간(HRT) 25일의 조건에서 유기물 분해율 70%, 바이오가스 생산량 $220m^3$/일, 메탄농도 64%로 비교적 높은 성능을 나타냈다. 그리고, 소화액을 분석한 결과 혐기성 소화공정에 저해 작용을 유발하는 양이온 및 중금속 등의 독성물질은 기준농도 이하로 존재하였으며, 소화액(원료배합비율 음폐수:돈분뇨=3:7)은 액비 활용기준인 비료공정규격을 만족하였다.

• 유기물자원화
• /
• 제3권2호
• /
• pp.37-45
• /
• 1995

유가공폐수 처리를 위한 UASB 의 성능과 운전상의 문제점을 조사하였다. 인공 유가공폐수는 부하3.9kg $COD/m^3.day$까지 성공적으로 운전이 가능하였으며, 이 때 90% 이상의 COD 제거율과 단위 체적당 1.23 I/I.day 의 가스가 발생하였다. 그러나, 부하 2.1kg $COD/m^3.day$ 에서는 침전부 표변에 스컴층이 형성되면서 슬러지부상과 유실이 관찰되었다. 혈청병 (SBT) 실험으로 측정된 우유공장 실폐수와 아이스크림폐수의 생화학적 메탄생성능(BMP) 은 각각 0.135, 0.66ml $CH_4/mg\;COD_{added}$이었다. 반응조의 슬러지 활성도는 식종 초기에 0.159g $COD-CH_4/g$ VSS.d 에서 운전 90 일이 경과하는 동안에 8배 이상 증가하였다.

• 한국환경과학회지
• /
• 제16권12호
• /
• pp.1369-1382
• /
• 2007

To find proper water quality management strategy for oxygen consumption organic matters in Jinhae bay, the physical process and net supply/decomposition in terms of COD was estimated by three-dimensional eco-hydrodynamic modeling. The estimation results of physical process in terms of COD showed that transportation of COD was dominant in loading area from land to sea, while accumulation of COD was dominant in $middle{\sim}bottom$ level. In case of surface level, the net supply rate of COD was $0{\sim}60\;mg/m^2/day$. The net decomposition rate of COD was $0{\sim}-0.05\;mg/m^2/day$($-5{\sim}-10$ m, in depth) to 2 level, and $-0.05{\sim}-0.20\;mg/m^2/day(10m{\sim})$ to bottom level. These results indicate that the biological decomposition and physical accumulation of COD are occurred for the most part of Jinhae Bay bottom. The variation of net supply or net decomposition rate of COD as reducing land based input loading is also remarkable. Therefore, it is important to consider both allochthonous and autochthonous oxygen demanding organic matters to improve the water quality of Jinhae Bay.