• Title/Summary/Keyword: Activated Sludge

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Enrichment of Electrochemically Active Bacteria Using a Three-Electrode Electrochemical Cell

  • Yoon, Seok-Min;Choi, Chang-Ho;Kim, Mi-A;Hyun, Moon-Sik;Shin, Sung-Hye;Yi, Dong-Heui;Kim, Hyung-Joon
    • Journal of Microbiology and Biotechnology
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    • v.17 no.1
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    • pp.110-115
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    • 2007
  • Electrochemically active bacteria were successfully enriched in an electrochemical cell using a positively poised working electrode. The positively poised working electrode (+0.7 V vs. Ag/AgCl) was used as an electron acceptor for enrichment and growth of electrochemically active bacteria. When activated sludge and synthetic wastewater were fed to the electrochemical cell, a gradual increase in amperometric current was observed. After a period of time in which the amperometric current was stabilized (generally 8 days), linear correlations between the amperometric signals from the electrochemical cell and added BOD (biochemical oxygen demand) concentrations were established. Cyclic voltammetry of the enriched electrode also showed prominent electrochemical activity. When the enriched electrodes were examined with electron microscopy and confocal scanning laser microscopy, a biofilm on the enriched electrode surface and bacterium-like particles were observed. These experimental results indicate that the electrochemical system in this study is a useful tool for the enrichment of an electrochemically active bacterial consortium and could be used as a novel microbial biosensor.

Evaluation of the Effect of High Salinity RO Concentrate on the Microbial Acclimation/Cultivation Characteristics in Biological Wastewater Treatment Process (RO 농축수내 고농도 염분이 생물학적 폐수처리공정내 미생물 순응/배양에 미치는 영향평가)

  • Kim, Youn-Kwon;Kang, Suk-Hyung
    • Journal of Environmental Impact Assessment
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    • v.21 no.5
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    • pp.707-713
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    • 2012
  • There are a lot of parameters affecting microbial acclimation/cultivation characteristics such as dynamic conditions, F/M ratio and substrate affinity. From the process control point of view, the effect of high salinity on the removal efficiencies of BOD and SS have been documented by few researchers. In this research, lab-scale CAS(Conventional Activated Sludge) process and modified $A_2O$(Anaerobic/Anoxic/Oxic) process were operated and monitored to evaluate the characteristics of microbial acclimation and cultivation under high salinity wastewater during the period of three weeks. As a result of acute microbial activity test(6hr) at various $Cl^-$ concentration, the appropriate $Cl^-$ concentration for microbial growth and acclimation ranged under 3,100 mg/l. As a result of acclimation/cultivation test, the trend of COD removal efficiency reduced gradually as time elapsed. It is considered that $NH_4$-N removal phenomenon of the conventional pollutants removal mechanisms gave little effect to the microbial acclimation/cultivation under high salinity wastewater.

Removal of Toluene Vapor by Porous Ceramic Biofilter (다공성 세라믹 Biofilter를 이용한 Toluene 가스 제거)

  • Im, Jae-Sin;Gu, Ja-Gong;Park, Sang-Jin
    • Journal of Korean Society for Atmospheric Environment
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    • v.14 no.6
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    • pp.599-606
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    • 1998
  • Removal of toluene vapor from airstreams was studied in a biological reactor known as a biofilter. The biofilter was packed porous ceramic inoculated with thickened activated sludge (MLVSS 17,683 mg/L). The lab-scale biofilter was operated for 42 days under various experimental conditions including inlet toluene concentrations and flow rates of the contaminated air streams. Removal efficiency reached up 96.6% after 4 days from start up. Nutrient limitation was proposed as a reason for the decrease in biofilter performence. Biofilter performance decreased substantially, coincident with the buildup of back pressure due to accumulation of excess VSS within the medium bed. Practically, the bed needs to be backwashed when the overall pressure drop is greater than 460.6 Pa at SV (Space Velocity) 100 h-1. Periodic backwashing of the biofilter was necessary for removing excess biomass and attaining stable long -term high removal efficiency The removal efficiency of toluene in the biofilter decreased as the gas velocity and toluene concentration in the inlet gas increased. The maximum elimination capacity of ceramic biofilter could reach up to 444.85 g/m3. hr. When the loading of toluene exceed this critical value, substrate inhibition occurred.

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Microbial Degradation of Fats and Oils in Industrial Wastewater (유지폐수의 생물학적 처리에 관한 연구)

  • 박춘호;김용기;오평수;유희종
    • Microbiology and Biotechnology Letters
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    • v.19 no.1
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    • pp.88-93
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    • 1991
  • The biodegradable bacteria for fats and oils were isolatcd from soil and wastewater. The isolated strain was designated as LW-27 which had high COD removal rate and biodegr2idability on fats and oils, and was identified as pseudomonas chlrorapihis. The cell viability of LW-27 which produced by vacuum drying at $45^{\circ}C$ for 24 hours was 82%. When the wastewater was mixed with LW-27 agent (0.1g/ day) on the activated sludge unit, the removal rates of COD, BOD and n-hexanc extract of the effluents were about 92.9%, 94.8% and 98.0%, respectively.

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Simplified Mathematical Approach for Optimum Design and Operation Parameters of the Full-Scale BNR Processes (생물학적 영양소 제거공정의 적정 설계 및 운전인자 도출을 위한 간단한 수학적 접근법)

  • Kim, Tae-Hoon;Ha, Jun-Soo;Park, Jae-Hong;Kim, Sung-Won;Choi, Euiso
    • Journal of Korean Society on Water Environment
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    • v.21 no.5
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    • pp.448-457
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    • 2005
  • The conventional activated sludge processes were operated as a combined organic substrate removal and nitrification. So, it was necessary to provide with oxygen for both carbon and ammonia removal. But, in the BNR processes, nitrification is separated from carbon removal that causes fast ammonia oxidation and reduced oxygen demands. And most of the substrate is utilized by denitrification organisms and phosphorus accumulating organisms. with these appearances, mathematical model for BNR processes different from IWA ASM can be simplified and applied. In this study, it was performed that the existing equations as McKinney model, nitrification model published by U.S. EPA and oxygen demands from stoichiometry and the relationship between NUR and OUR were applied to full-scale BNR processes and the results were compared with the measured. and it is possible to make out the optimum design parameter from those equations.

An Application of the NPR Process for the Treatability Improvement of an Existing Sewage Treatment Plant (기존 하수처리장 성능개선을 위한 NPR공정의 적용)

  • Moon, Tae Hoon;Ko, Kwang Baik;Song, Eui Yeol
    • Journal of Korean Society on Water Environment
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    • v.23 no.5
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    • pp.756-760
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    • 2007
  • Most of the sewage treatment plants in Korea are being operated by using the conventional activated sludge process. Recently, as the water criteria have been strict with regard to such main culprits of eutrophication, the existing sewage treatment plants are obliged to upgrade their treatment technology to meet the criteria. Under such circumstances, this study was aimed at analyzing the conditions of an existing sewage treatment plants in Korea, and thereupon, test its treatment performance for the actual sewage water by operating a pilot plant. When the pilot plant was operated with the NPR process at the capacity of $30m^3/day$, the average contents of BOD, $COD_{Mn}$, SS, T-N and T-P in the effluents were 7.0 mg/L, 9.7 mg/L, 5.1 mg/L, 8.0 mg/L and 0.23 mg/L, respectively, which were very stable in general. Accordingly, if the NPR process used for this pilot plant to upgrade the treatment technology for the sewage treatment plat could be adopted, the effluent water quality criteria effective beginning from 2008 would be met.

Effect of Recalcitrant Organics on Bio-kinetic Coeffcient and Biodegradable in Box-mill Wastewater (판지공장 폐수 중 난분해성 유기물질이 동력학적 계수 및 생분해에 미치는 영향)

  • Cho, Yong Duck;Lee, Sang Wha
    • Journal of Korean Society of Water and Wastewater
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    • v.20 no.3
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    • pp.329-338
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    • 2006
  • The research aims to provide the basic data for practical applications by correlating the bio-kinetic coefficients with the load of recalcitrant organic matter in box-mill wastewater. The activated sludge process was employed to a Wastewater disposal plant in an industrial setting, increase of consequently leading to the organic load. The parameter values derived by Monod-kinetic analysis were as follows:specific substrate removal rate $K_{max}=0.17day^{-1}$, half saturation constants $K_s=60.37mg/l$, decay coefficient $K_d=0.142day^{-1}$, microbial yield coefficient y = 0.388mg/mg, and max specific growth rate ${\mu}_{max}=0.006day^{-1}$. In view of biodegradability, the $TCOD_{Mn}/TBOD_5$ ratios of inflow and outflow were 1.07 and 1.41, and the $SCOD_{Mn}/SBOD_5$ ratios of inflow and outflow were 1.10 and 1.50, respectively. The higher $TCOD_{Mn}/TBOD_5$ ratio of outflow indicated that metabolites of a microorganism have accumulated in the cells.

호흡율 측정기를 이용한 폐수처리 공정수의 생물학적 활성측정

  • Lee, Yeong-Rak;Lee, Gi-Yong;Im, Ji-Hun;Lee, Sang-Hun;Mun, Hong-Man;Lee, Jin-Won
    • 한국생물공학회:학술대회논문집
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    • 2000.11a
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    • pp.463-466
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    • 2000
  • In this study, it was observed to oxygen uptake rate(OUR) on microbes in activated sludge process. OUR was showed to 43, 55, and $64\;mgO_2/L/hr$ when inoculated microbes mass were 3, 5, and 10%(v/v%). In additon to oxygen was consumed to $4{\sim}42\;mgO_2/L/hr$ as changed substrate concentration. Also, we were measured kinetics coefficient in order to know growth tendency. It was concluded to maximum growth rate$(\;{\mu}\;_{max})$, $2.7\;day^{-1}$, yield coefficient, 0.655, and half-velocity coefficient, 36.11 mg/L.

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Nutrient Removal in an Advanced Treatment Process using BIO-CLOD (BIO-CLOD를 이용한 고도처리공정에서의 영양염류 제거)

  • Park, Wan-Cheol;Lee, Mi-Ae;Sung, Il-Wha
    • Journal of Environmental Health Sciences
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    • v.40 no.4
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    • pp.322-329
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    • 2014
  • Objectives: The purpose of this study was to investigate the effect of BIO-CLOD on advanced wastewater treatment for enhanced removal efficiency and meeting the stringent discharge water requirements of wastewater treatment plants. Methods: Two experimental apparatuses consisting of anaerobic, anoxic and aeration tanks were operated. One included a BIO-CLOD cultivation tank. Organic and nutrient parameters and removal efficiency were analyzed by pH, BOD, CODcr, SS, T-N and T-P. Results: The average removal efficiencies of BOD, COD and SS from the apparatus with BIO-CLOD tank installation were 95.5%, 88.6% and 92.9%, respectively, and these were higher than the results from the apparatus without BIO-CLOD. The average TP removal efficiency with BIO-CLOD tank marked 56.0%, higher than the 47.3% from the apparatus without one. BIO-CLOD showed a higher performance for TN removal at 49.6%, compared to the result without BIO-CLOD of 34.3% Conclusion: By reaction with BIO-CLOD, ammonia removal was effective in the aeration tank, as was phosphorus release in the anaerobic tank. Phosphorus luxury uptake and nitrification in aeration tank proceeded smoothly. The application of BIO-CLOD can improve the decrease of odor and settleability of activated sludge in a wastewater treatment plant, as well as increase the removal efficiency of organic and nutrient materials in water.

A Study on the Aeration Characteristics of a Mechanical Aerator Model (기계식(機械式) 폭기장치(曝氣裝置) 모형(模型)의 폭기특성(曝氣特性)에 관(關)한 연구(硏究))

  • Kim, Hwan Gi;Yang, Sang Hyon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.2 no.1
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    • pp.33-44
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    • 1982
  • In Order to study for the aeration characteristics which is one of the most important unit processes for the activated sludge process, a pitched blade type aeration model of octagonal shape with a draft tube in it was made as a pilot plant. Oxygen transfer rates, power consumptions and fluid velocities and behaviers were measured and evaluated with the various turbine shapes. And with these results, the dimensionless model analysis using the Buckingham ${\pi}$ theorem was discussed for a proper turbine shape determination.

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