• 제목/요약/키워드: BOD Loading Rate

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간접포기식 침지여상의 장류 폐수처리특성에 관한 연구 (A Study on the Characteristics of the Soysauce Wastewater Treatment in Aerobic Submerged Biofilter)

  • 권영호;원찬희;신승원
    • 한국환경과학회지
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    • 제7권5호
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    • pp.679-685
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    • 1998
  • The Soysauce wastewater removal characteristics of submerged biofilters filled with two filter media respectively were experimentally examined with constant temperature, pH value and variable BOD loading and recirculation ratio. The decreasing order of BOD removal is Netring(random plastic media), cubic wire meshes(plastic module). This is mainly due to the media characteristics such as void ratio, specific surface area and media shapes. The BOD removal ratio decreases with increasing $BOD_5$/ volumetric loading rate, and the loading rate for the BOD removal over 85% is lower than 1.5kg$BOD_5$ 5/$m^3$d for the plastic media of Netring and cubic wire meshes. The $BOD_5$ removal rate increases with the recirculation ratio, but the rate of increase become smaller as the recirculation ratio increases over 20. When $BOD_5$ volumetric loading is 1.5kg$BOD_5$/$m^3$d, the required recirculation ratio to obtain 85% BOD$_{5}$ removal is about 20 for Netring and it was about 30 for cubic wire meshes.s.

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간접(間接) 포기식 유동상(流動床)의 운전조건(運轉條件) 변화에 따른 처리(處理) 특성(特性)에 관한 연구 -오니전환율 및 산소이용속도를 중심으로- (A Study on the Wastewater Treatment Characteristics according to Operating Condition of the Indirectly Aerated Fluidized Bed)

  • 이정수
    • 상하수도학회지
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    • 제11권3호
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    • pp.79-86
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    • 1997
  • The characteristics of wastewater treatment according to operating condition of indirectly aerated fluidized bed filled with sand media were studied experimentally, and the obtained results were as follows; 1. During be operated under the BOD loading rate, $4.5kg-BOD/m^3{\cdot}day$, effluent SS according to the increase of recirulation velocities was gradually decreased. 2. According to the increase of media concentration, sludge convertion rate was gradually increased. 3. Under the same BOD loading rate, according to the increase of recirulation velocities, F/M ratio was gradually increased, however, sludge convertion rate was greatly decreased. On the other hand, inffluent BOD concentration has not an important effect. 4. Under the constant recirulation velocities, according to the increase of BOD loading rate, sludge convertion rate was gradually increased. 5. Under the same BOD loading rate, according to the increase of recirulation velocities, oxygen consumpion rate of microorgnism was gradually increased.

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광합성세균 미생물막반응기에 의한 유기성폐수의 처리특성

  • 오광근;이철우;전영중;이재홍
    • 한국미생물·생명공학회지
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    • 제24권6호
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    • pp.738-742
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    • 1996
  • An efficient packed-bed type biofilm reactor charged with immobilized phototrophs was developed to treat organic wastewater at an extremely high volumetric loading rate. The packed bed reactor (PBR) charged with porous ceramic beads was superior to a fluidized-bed reactor suspended with activated carbon powders in terms of many aspects such as BOD removal efficiency, operational stability, and overall economics. For wastewater with BOD concentration as high as 20, 000mg/l, the BOD removal efficiency was maintained above 90% when the hydraulic retention time (HRT) was longer than 1 day. The allowable volumetric BOD loading rate of this reactor (20gBOD/l day) is more than ten-folds higher than that of an ordinary activated sludge method. The behaviour of the reactor was represented well by a Monod type kinetic equation with a maximum specific BOD loading rate(P) of 22.2gBOD/l day and a half saturation constant(K$_{s}$) of 1, 750 mgBOD/l.

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2012-2016년 모니터링 자료를 이용한 낙동강 지류·지천 수질 특성 분석 (Water Quality Analysis in Nakdong River Tributaries Using 2012-2016 Monitoring Data)

  • 손영규;나승민;임태효;김상훈
    • 한국물환경학회지
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    • 제33권6호
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    • pp.680-688
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    • 2017
  • Water quality monitoring for flow rates and BOD/COD/T-N/T-P/SS/TOC concentrations has been conducted in Nakdong river tributaries since 2011. In this study concentrations and loading rates of BOD, T-P, and TOC were analyzed to evaluate water quality monitoring stations using accumulated data at 206 tributary monitoring stations in Nakdong river 2012 ~ 2016. Average concentration ranges for 206 monitoring stations were 0.3 ~ 6.4 mg/L, 0.025 ~ 1.562 mg/L, and 0.6 ~ 10.7 mg/L for BOD, T-P, and TOC, respectively. Additionally, average loading rate ranges were 0.96 ~ 46,040 kg/d, 0.087 ~ 1,834 kg/d, and 1.51 ~ 80,425 kg/d for BOD, T-P, and TOC, respectively. Average concentration for BOD, T-P, and TOC at each monitoring station was evaluated using ambient water quality standards of rivers and water quality regulation level for medium-sized management areas. Average loading rate and specific loading rate (loading rate/drainage basin area) for BOD, T-P, and TOC at each monitoring station was considered to evaluate monitoring stations using suggested classification (BOD, TOC: -1, 1 ~ 10, 10 ~ 100, 100 ~ 1,000, and 1,000 ~ kg/d; T-P: -0.1. 0.1 ~ 1, 1 ~ 10, 10 ~ 100, and 100 ~ kg/d) Using results of this study, various water quality status maps were provided, and three evaluation methods were suggested to determine priority monitoring stations in Nakdong river for rational water quality control and tributaries basin management.

미생물배양조를 결합한 회전원판법에 의한 하수처리 효과 (The Effect of Wastewater Treatment by Rotating Biological Contactors with HBR)

  • 임봉수;어성욱;정원문
    • 한국물환경학회지
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    • 제16권4호
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    • pp.501-512
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    • 2000
  • This study was carried out to develop the new process for RBC process which is capable of nutrient removal and to obtain its design parameters for Sludge Settling Type Rotating Biological Contactors by comparing RBC with RBC combined with HBR (Hanmee Bio-Reactor). To achieve more than 90% of organic removal efficiency, organic loading rate less than $6.0g\;BOD/m^2/d$ is recommended. Nitrification rate was about 90% at $6.0g\;BOD/m^2/d$. TN removal efficiency of RBC+HBR was higher than those of RBC1 and RBC2. TN removal efficiency at condition of $5.0g\;BOD/m^2/d$ was about 60% in RBC1. When BOD loading rate was $6.0g\;BOD/m^2/d$. TN removal efficiencies in RBC2 and RBC+HBR were about 70%, 80%, respectively. TP removal efficiency was more than about 67% for RBC1, about 63% for RBC2 and about 71 % for RBC+HBR at the same loading rate. From the blank experiment to observe removal efficiency in the first stage, it can be known that COD removal efficiency was about 30% and suspend solids settling rate was about 45%. It was proved that RBC+HBR is much better in sludge dewatering than RBC.

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Media를 충전(充塡)한 간접폭기식(間接曝氣式) 침지여상(浸漬濾床)에 의한 BOD제거 특성에 관한 연구 (A Study on the BOD Removal Characteristics of Aerobic Submerged Biofilter)

  • 양상현;권영호
    • 대한토목학회논문집
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    • 제14권3호
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    • pp.669-678
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    • 1994
  • 침지여상에 폐수를 부하하여 간접포기 강제순환 방식으로 처리하는 system에 대하여 그 유기물 제거 특성을 실험적으로 연구했다. 실험은 침지여상에 네트링(random형(型) plastic media), 입체철망(module형(型) plastic media) 및 잔자갈의 특성이 다른 세가지 media를 충전하고, pH, 수온(水溫)을 고정한 상태에서 $BOD_5$ 용적부하와 순화비를 변동하여 실시하므로서 여재(media) 종류가 $BOD_5$ 제거효율에 미치는 특성을 규명했다.

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Ultra High Rate(UHR) 법의 처리특성 및 설계에 관한 연구 (A Study on Treatment Characteristics and Design of Ultra High Rate Method)

  • 이정수
    • 대한환경공학회지
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    • 제22권12호
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    • pp.2239-2245
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    • 2000
  • 현대와 같이 대량의 폐수가 유출되는 시점에서 처리는 재이용을 고려한 질적 개념과 양적 개념을 고려해야 한다. 양적 개념을 고려할 경우, 고율법(high rate aeration)은 현재까지 알려진 공법 중 가장 효과적인 공법으로 알려져 있으나, 이는 처리량이나 처리속도 면에서 고율법을 능가하는 UHR(ultra high rate) 공법을 제시한 바 있다. 따라서 본 연구는 이미 이 가 밝힌 UHR법의 적용부하, 적용농도 등 기초적 설계범위 및 처리특성을 밝히기 위해 실행되었다. 실험 결과 본법의 적용 가능부하는 $2.2{\sim}7.0kg-BOD_5/kg-MLSS{\cdot}day$로 고율법의 최대 적용부하인 $2.25kg-BOD_5/kg-MLSS{\cdot}day$을 3배 이상 초과하였다. 또한 유입수 농도 200에서 450 mg/L범위에서 처리율은 94.7~97.3%로 매우 양호한 결과를 보였다. 따라서 처리의 양적 개념에서 볼 때 기존의 어떤 처리법보다 UHR법은 매우 획기적인 처리법으로 고려된다.

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가축분뇨 유기물질부가별 연속회분식반응조 효율에 관한 연구 (A Study on the Treatment Efficiency of Sequencing Batch Reactor with the Livestock Nightsoil Organic Loading Rate Variance)

  • 여운호
    • 한국환경보건학회지
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    • 제21권4호
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    • pp.32-36
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    • 1995
  • This study was carried out to investigate the treatment efficiency of sequencing batch reactor when the livestock nightsoil organic loading rate was varied. Sequencing batch reactor was operated with the variance of influent BOD concentration and operating cycle. The average influent BOD concentrations in this study were 150 mg/l, 200 mg/l, 250 mg/l, 300 mg/l, 350 mg/l, 400 mg/l, 450 mg/l and 500 mg/l in the condition of 1~3 cycles/day. The treatment efficiency of sequencing batch reactor is good at the volumetric loading of 0.05~0.20 kg $BOD/m^3\cdot day$. Therefore, sequencing batch reactor process would become an effective alternative for the process of small scale livestock nightsoil treatment plants.

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RBC 반응조를 이용한 2단 A/O 공정에서 유기물질 및 질소제거 (Removal of Organics and Nirtogen in Wastewater Using 2 Stage A/O(RBC) Process)

  • 최명섭;손인식
    • 한국환경보건학회지
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    • 제29권3호
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    • pp.59-64
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    • 2003
  • This study was conducted to investigate anoxic-RBC-anoxic-RBC process and its application to remove biologically organics and nitrogen. BOD and total-nitrogen(T-N) removal efficiencies were decreased as volumetric loading rate increased. But, the removal efficiency changes of T-N were little, as compared to BOD. Increase of internal recycle rate had few affect of BOD and T-N removal rates. Also, influent allocation(to 2nd anoxic reactor) had few affect of BOD removal efficiency rate. However, when the influent allocation rate was 30%, T-N removal efficiency was increased to 84.1 %. BOD/N ratio applied to 2nd anoxic reactor was increased to range of 3.65-4.37 as influent allocation rate increased to range 20∼35%. But, it might also cause adverse effect such as decrease of denitrification rate in excessive influent allocation rate.

강우시 저농도 고수리부하가 회분식 반응조 제거효율에 미치는 영향 (Effects of Inflow Fluctuation on the Removal Efficiency in Low Strength Sewage Treatment using Sequencing Batch Reactor Process during Rainfall)

  • 어성욱;김건하;손봉호
    • 한국물환경학회지
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    • 제22권1호
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    • pp.91-96
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    • 2006
  • Many small scale Sewage Treatment Plants (STPs) are currently being constructed at many rural areas. The STPs in rural area suffer from low concentration and large inflow quantity fluctuation during wet weather mainly due to illicit combined sewer system. Sequencing Batch Reactor (SBR) is a process effectively coping with these obstacles. The main objective of this study was to evaluate SBR with high hydraulic loading and low inflow concentration. The operating conditions tested were: organic loading rate = $0.17-0.42KgBOD/m^3/d$, hydraulic loadings = $12.1-61.5m^3/m^2/d$, average MLSS concentration = 2500 mg/L, F/M ratio = 0.026-0.17 KgBOD/Kg MLSS, HRT = 9-12 hr HRT, and SRT = 5.6-33.6 days. Organic loading rate on SBR did not impact significantly on BOD and SS removal efficiencies. To increase treatment efficiencies, low hydraulic loading rate with low concentration was required. The results suggested that low influent concentration with high inflow rates during wet weather requires extended time for settling.