• 제목/요약/키워드: removal efficiencies

검색결과 1,115건 처리시간 0.027초

간헐적인 유출수 반송이 UASB 반응조 운전효율에 미치는 영향 (Effects of intermittent effluent recycling on the performance of UASB process)

  • 이헌모;양병수
    • 한국환경과학회지
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    • 제2권4호
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    • pp.317-324
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    • 1993
  • Effluent recycling effect on UASB reactor performances is known as an important operational factor. In the present study, the possibility of intermittent recycle in UASB process for saving the power consumption was examined at different organic loading and various operational modes in recycle time period. The organic removal efficiencies of the reactors operated with the intermittent effluent recycle were considerably higher compared to those without the effluent recycle. In the intermittent recycle mode, the organic removal efficiencies slightly decreased as the non-recycle time period in the operational mode increased. Proper ratio of recycle and non-recycle time period in the mode seemed to be required to prevent the produced biogas from accumulation in the sludge bed, which caused dead zone in the reactor and sludge loss when the gas was escaped from the bed at the certain pressure.

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흡수성 바이오필터 시스템의 오수처리 특성 및 효율 (Sewage Treatment Characteristics and Efficiencies of Absorbent Biofilter Systems)

  • 전기설;권순국;김성배
    • 한국농공학회논문집
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    • 제46권5호
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    • pp.131-139
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    • 2004
  • In this study, on-site sewage treatment tests were conducted using the Absorbent Biofilter System (ABS) under different hydraulic loading rates to examine its treatment characteristics and efficiencies and to determine its feasibility as a small on-site sewage treatment system in a rural area. Results showed that the removal rates of BOD and SS were satisfactory at hydraulic loading rates of 100~150 cm/day, meeting the Korean effluent water quality standards for the riparian zone (10 mg/L). In the case of nutrients (N, P), however, the system did not perform well, necessitating further improvement for nutrient removal. A comparative analysis indicated that as a small on-site sewage treatment system, the ABS would be more suitable than other treatment systems in terms of performance stability, maintenance requirement, and cost-effectiveness and could be applied as an alternative treatment system in Korean rural areas.

자화-생물처리 시스템에 의한 염색폐수의 처리 (Treatment of Dyeing Wastewater by Magnetic-Biological Treatment System)

  • 이선하
    • 한국환경과학회지
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    • 제19권3호
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    • pp.371-377
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    • 2010
  • The purpose of this study is to investigate treatment efficiency in dyeing wastewater treatment by the high rate aeration system(HRA) and a combination of the HRA with magnetized wastewater treatment system(MWS). At the hydraulic retention time of 16hr, 24hr, 30hr, BOD removal efficiencies of HRA system were 93%, 96% and 98%, combination of the HRA with MWS system were 94%, 96.8% and 98.2%, respectively. In ease of COD, at the hydraulic retention time of 16hr, 24hr, 30hr, COD removal efficiencies of HRA system were 66%, 77.1% and 83.1%, combination of the HRA with MWS system were 70.2%, 80.1% and 86.6%, respectively. The comparison of the HRA and combination of the HRA with MWS, effluent BOD of the former was 22.7mg/${\ell}$ and the latter was 19.4mg/${\ell}$, theretore biological treatment efficiency identified to increase by the MWS.

Selection of Suitable Packing Material for Biofiltration of Toluene, m- and p-Xylene Vapors

  • Oh, Young-Sook;Park, Sung-Chan
    • Journal of Microbiology
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    • 제38권1호
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    • pp.31-35
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    • 2000
  • A suitable packing material for biofiltration of monoaromatic solvent vapors was selected among various types of packing materials such as peat, bark chips, vermiculite, and Hydroballs. A previously isolated strain, Pseudomonas pseudoalcaligenes BTXO2, which could utilize toluene, m-and p-xylene as carbon and energy sources was used as a biofilter inoculum. Four glass biofilters (6 cm dia. x 60 cm) were individually packed with each of the packing materials and solvent vapors were passed through the columns. During three weeks of peat biofilter operation, average removal efficiencies of toluene, m-and p-xylene were 90.4%, 95.3%, and 82.1%, respectively. With the other packings, the efficiencies were in the range of 10.1 to 58.6% which were significantly lower than those of the peat biofilter. The peat biofilter was continually operated for approximately nine months and the biofilter sustained its degradation activity during the operation period with minimal maintenance. At steady state, average removal rates of toluene, m- and p-xylene vapors were estimated as 14.2, 5.5, and 8.1 g m$\^$-3/ packing h$\^$-1/, respectively.

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Thiobacillus ferrooxidans 생물막과 화학적 방법에 의한 항화수소 처리 공정 개발

  • 정승호;장영선;차진명;김태원;이광연;오민하;박돈희
    • 한국생물공학회:학술대회논문집
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    • 한국생물공학회 2002년도 생물공학의 동향 (X)
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    • pp.423-426
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    • 2002
  • A novel process for $H_2S$ gas treatment has been introduced, based on the combined action of a chemical absorption step and a biological step involving the biocatalytic activity of the bacterium Thiobacillus ferrooxidans. The aim of this study is the development of a process for $H_2S$ elimination from gas streams based on that chemical/biological method. The immobilized biomass reactor/chemical adsorption system is suitable for application of the removal of $H_2S$. A double stage reactor was used for the experimental work. The removal efficiencies of over 99% were observed in the range of inlet $H_2S$ concentration from 200 to 1,000ppm. The novel process showed the stable elimination efficiencies of over 95% under the retention time range from 20 to 40sec at the 1,000ppm of $H_2S$ inlet concentration.

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회전매체를 가진 완전혼합 활성슬러지/Solid Contact 공법을 이용한 하수처리에 관한 연구 (Sewage Treatment using Moving Media Complete Mixing Activated Sludge/Solid Contact Process)

  • 김홍태
    • 한국농공학회지
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    • 제35권4호
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    • pp.67-75
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    • 1993
  • This study was carried out to investigate the applicability of Solid Contact Process for the improvement of Moving Media Complete Mixing Activated Sludge(MMCMAS) effluents. Laboratory MMCMAS Reactor and MMCMAS/Solid Contact were operated at the hydraulic loading of 122~340 L/m$^2$/d. The conclusions from this study were as follows ; The addition of Solid Contact tank to the MMCMAS reactor has increased the SCOD and SBOD removal efficiencies of 4 to 67% and 2 to 41%, respectively. In addition, the increments of nitrification rates were about 13 to 46%. It was also observed that the addition of Solid Contact tank has greatly increased the organic removal efficiencies at the higher hydraulic loading rates and also decrement of sludge production rates was 0.1 gVSS/gBODrem. It was therefore concluded that the addition of Solid Contact tank could have polished the effluent of MMCMAS at the higher hydraulic loading rates.

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Operational conditions of electrochemical oxidation process for removal of cyanide (CN-) in real plating wastewater

  • Zhao, Xin;Jang, Minsik;Cho, Jin Woo;Lee, Jae Woo
    • Membrane and Water Treatment
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    • 제11권3호
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    • pp.217-222
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    • 2020
  • An electrochemical oxidation process was applied to remove cyanide (CN-) from real plating wastewater. CN- removal efficiencies were investigated under various operating factors: current density and electrolyte concentration. Electrolyte concentration positively affected the removal of both CN- and Chemical Oxygen Demand (COD). As the electrolyte concentration increased from 302 to 2,077 mg Cl-/L, removal efficiency of CN- and COD increased from 49.07% to 98.30% and from 23.53% to 49.50%, respectively, at 10 mA/㎠. Current density affected the removal efficiency in a different way. As current density increased at a fixed electrolyte concentration, CN- removal efficiency increased while COD removal efficiency decreased, this is probably due to lowered current efficiency caused by water electrolysis.

3상 유동층생물반응기를 이용한 메탄처리에 관한 연구 (Removal of Methane Using a Three Phase Fluidized Bed Bioreactor)

  • 김동욱;서혁상
    • KSBB Journal
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    • 제13권2호
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    • pp.141-146
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    • 1998
  • To remove the low concentration of methane biologically, a three phase fluidized bed bioreactor immobilized with Methylosinus trichosporium OB3b was used. Optimum pH, temperature and bed height for the operation were pH7.0, 30$^\circ C$ and 150cm, respectively. For the inlet methane concentration of 100-400ppm and flow rate of 2-4L/min, the removal efficiencies of the bioreactor using the activated carbon as a carrier were the range of 54-71%, whereas those using the biosand were the range of 45-56%. It was found that activated carbon was more efficient than the biosand for the removal of methane. When aeration tank was equipped with the bioreactor, the removal efficiency increased to 6-13% and maximum removal rate obtained in the experiment was 1184mg.CH$_4$/min.

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바실러스 미생물을 이용한 고농도 유가공 폐수처리에 있어서 유기물질과 영양염류의 동시제거에 대한 평가 (Evaluation for the simultaneous Removal of Organic Matters and Nutrients by the RBC and tapered Aeration Processes with Bacillus sp. for the high Strength of Dairy Wastewater)

  • 이상호
    • 상하수도학회지
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    • 제24권2호
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    • pp.195-202
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    • 2010
  • The evaluation of organic matters and nutrients removal was investigated for the synthetic wastewater and the high strength of dairy wastewater. Two different systems were performed for this research. System A composing of a single RBC with tapered aeration was fed with the synthetic wastewater for 74 days with 173L/day of influent, 200% of internal return and 100% of sludge return for the period 1 and 2. The feed conditions were maintained 346L/day of influent, 50% of internal return and sludge return for the period 3. The dairy wastewater was introduced to evaluate treatment efficiency for system B composing of dual RBCs and tapered aeration tanks for 50 days of experimental run time, in which hydraulic rates were maintained at the constant ratios of 346L/day, 50% of internal return and 50% of sludge return. The spiral string media made of nylon fibre was attached by Bacillus sp. in RBC for both systems. The specific area of string media was $1.4m^2$/m and biomass was maintained at the concentrations of 23g/m. The synthetic wastewater was supplied by 1,800mg/L of glucose, 500mg/L of $NH_4Cl$, and 500mg/L of $KH_2PO_4$ to system A. The dairy wastewater was supplied to system B from dairy production plant. The average influent concentrations were 1,334mg/L of BOD, 2,014mg/L of CODcr, 160mg/L of T-N, and 12mg/L of T-P in system A. The average influent concentrations of parameters were 1,006 mg/L for BOD, 1,875mg/L for $COD_{cr}$, 51.6mg/L for T-N and 8.9mg/L for T-P in system B. Results indicated that removal efficiencies of BOD and $COD_{cr}$ were more than 90% however, the removal efficiency of T-N was 87%, and that of T-P was 82% for system A. Removal efficiencies were 98.5% of BOD, 91.3% of nitrogen and 89% of phosphorus for system B. The removal efficiencies of organic matters, T-N and T-P were higher in system B than in system A. The effluent quality issued by the stringent national legislations for the discharge of the high strength of dairy products wastewater can be improved using sequential RBCsand tapered aeration reactors rather than a single RBC and tapered aeration reactors with Bacillus sp.

유입수 분배비와 체류시간이 ASA 공정의 가정오수 처리효율에 미치는 영향 (Effects of Influent Flow Distribution Ratio and HRT on Sewage Treatment Efficiency of the ASA Process)

  • 양은경;성일화
    • 환경위생공학
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    • 제24권1호
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    • pp.13-24
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    • 2009
  • ASA공정은 유입수를 혐기조와 무산소조에 분배하여 유입시킴으로써 반송슬러지에 영양 물질을 공급하여 슬러지의 안정화 및 인 방출을 유도하고, 후속 호기조에서 유기물 제거, 인 과잉섭취 및 질산화를 조장하며, 무산소조에서는 내부반송을 하지 않고 폐수의 탄소원을 이용하여 탈질함으로써 내생탈질을 증가시키는 공법이다. 본 연구에서는 가정오수에 ASA공정을 적용하여 유입수의 분배비와 체류시간이 처리효율에 미치는 영향을 파악하였다. 유입수 분배비와 HRT는 BOD 제거에 큰 영향을 미치지 않았고 BOD 제거율은 운전기간 동안 92.0% 이상 안정적으로 유지되었다. 유입수 분배비가 4:6일 때에는 질소제거율이 82.6%, 9:1일 때에는 인제거율이 67.8%로서 가장 높게 나타났다. ASA공정에 의한 가정오수처리에서 유입수의 분배비는 6:4, HRT는 8hr일 때 제거율이 가장 양호하였으며, 이때 질소, 인제거율은 각각 82.6%와 59.5%이었다.