• 제목/요약/키워드: Sewage Treatment Efficiency

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농촌 지역 마을하수도 유입 하수 특성과 효율 분석 (Analysis of RCSTP Sewage Characteristics and Treatment Efficiency in Rural Area)

  • 임지열;정동기;길경익
    • 한국물환경학회지
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    • 제28권6호
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    • pp.851-858
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    • 2012
  • This study conducted a result analysis on operation of 26 Rural Community Sewage Treatment Plant (RCSTP) newly constructed in Yeong-yang, Bong-hwa and An-dong areas which are located at the upper region of An-dong Dam and Im-ha Dam. Based on operation result, an analysis on characteristics of sewage in each area and the treatment efficiency of the installed treatment process was conducted. The result of analysis on characteristics of sewage has shown the difference in concentration of the sewage according to area characteristics. Sewage in areas with frequent occurrence of agricultural water and livestock wastewater had high concentration. It is important to select the most suitable treatment process when selecting a treatment process for RCSTP according to properties of sewage in each area. As a result of operation, the disposal efficiency for organic matter and suspended solids was stable with less fluctuation, but the disposal efficiency for nitrogen and phosphorus showed high fluctuation. This signifies that it is necessary to pay attention to operation condition management of nitrogen and phosphorus when operating RCSTP.

도시폐기물매립지침출수의 병합처리에 관한 연구 (A Study on the Combined Treatment of Municipal Solid Waste Landfill Leachate)

  • 김동민;이병인
    • 환경위생공학
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    • 제11권1호
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    • pp.45-55
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    • 1996
  • An experimental research was conducted in order to study the combined treatment o of municipal landfill leachate and municipal sewage. The landfill leachate was that of Nanjido landfill site, and the municipal sewage was that of Chungnang municipal sewage treatment plant in Seoul. Several sets of bench~scale sequencing batch reactor(SBR) were used as e experimental apparatus. Specially investigated items in this experiment were the removal efficiency of substrate and the influence of treatment time. The experiment lasted for about 2 years. The result are as follows ; 1. The characteristics of leachate were pH 7.5~8.2, BOD 80~336mg/L, COD 908~1,460mg/L, NH3-N 1,409~2,330mg/L, T~P 2.7~7.lmg/L, Cl~3,540~4,085mg/L, a and heavy metals are a very small amount. And the characteristics of sewage were pH 6.9~7.3, BOD 78.4~129.3mg/L, COD 121.2~305.0mg/L, T~N 14.9~36.4mg/L, T-P 2.3~8.9mg/L. 2. The treatability of leachate alone was not treat well. So for the good treatment of leachate, it was necessary to deal with the pretreatment before bi이ogical treatment and a combined treatment of municipal sewage. 3. The various contents of the leachate were 5%, 10%, 30%, and 50%, and the removal efficiency of COD was 86.0%, 82.8%, 60.6%, and 31.7%. The maximum content of the leachate which could be sucessfully treated by SBR in the combined treatment was 10% of that of sewage. And the removal efficiency of COD increased n notably, as its treatment time increased. 4. The various contents of the electrolytic treated leachate were 5%, 10%, 30%, and 50%, and the removal efficiency of COD was 89.9%, 86.1%, 79.2%, and 69.8%. The maximum content of the leachate which could be sucessfully treated by SBR in the combined treatment was 30 % of that of sewage. And the removal efficiency of C COD increased notably, as its treatment time increased.

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고도하수처리공법을 적용한 마을 하수도의 수질개선 평가 (Water Quality Improvement Evaluation of Community Sewerage by using Advanced Sewage Treatment)

  • 최한규;고종섭;박수진
    • 산업기술연구
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    • 제32권A호
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    • pp.57-64
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    • 2012
  • In order to examine the tailorability of advanced sewage treatment of a separated sewer pipe, we observed the quality of leaked water in a reactor. A2C affiliation and MBR affiliation decreased by over 78% in cases of BOD, COD, and SS. SBR affiliation decreased by 79.1% in a case of T-N. Overall, the efficiency of T-N on the above affiliations was low. SS had the high efficiency in MBR affiliation. In the end, examination of water quality improvement showed that the quality was improved from 20% to 90%; hence, it is expected that this treatment can protect the water resources of the Hongcheon River and makes it easier to use the water of the river.

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분류식 하수관거에서의 고도하수처리공법 적용성 해석 (Application analysis of advanced sewage treatment on the separated sewer pipe)

  • 박수진;고종섭;백경원;최한규
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2012년도 학술발표회
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    • pp.772-777
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    • 2012
  • In order to examine the tailorability of advanced sewage treatment of a separated sewer pipe, we observed the quality of leaked water in a reactor. A2C affiliation and MBR affiliation decreased by over 78% in cases of BOD, COD, and SS. SBR affiliation decreased by 79.1% in a case of T-N. Overall, the efficiency of T-N on the above affiliations was low. SS had the high efficiency in MBR affiliation. In the end, examination of water quality improvement showed that the quality was improved from 20% to 90%; hence, it is expected that this treatment can protect the water resources of the Hongcheon River and makes it easier to use the water of the river.

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유동상 반응조를 이용한 하수의 혐기성 처리에 관한 연구 (A Study on Anaerobic Sewage Treatment Using a Fluidized Bed Reactor)

  • 예형영;이은영;배재호
    • 상하수도학회지
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    • 제26권2호
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    • pp.265-273
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    • 2012
  • Anaerobic sewage treatment is drawing attentions due to high energy consumptions and sludge production associated with aerobic treatment. This study evaluates the treatment characteristics and energy balance of a fluidized bed reactor (FBR) for treating domestic sewage at $20^{\circ}C{\sim}25^{\circ}C$ for 245 days. Sewage fed to the FBR was a primary clarifier effluent of a domestic sewage treatment plant with COD of 99-301 mg/L and $BOD_{5}$ of 37-149 mg/L. Effluent $SBOD_{5}$ and its removal efficiency at HRT of 1~3 h were 6~15 mg/L and 73.4~85.5%, respectively, achieving high removal efficiency for soluble organic substances even at short HRTs. COD removal efficiency and its effluent concentration were 53.8~75.9% and 51~83 mg/L, respectively. The energy production potential from gaseous methane was 0.009-0.028 kWh/$m^{3}$, which satisfies the energy required for the FBR operation.

하수처리장 총인 제거율 개선을 위한 고분자 응집제 적용 및 최적 운전인자 도출 (Application of polymer coagulants and optimization of operational parameters to improve total phosphorus removal efficiency in wastewater treatment plants)

  • 김규원;최윤성;이승환
    • 상하수도학회지
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    • 제38권4호
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    • pp.233-242
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    • 2024
  • This study evaluates the potential of various coagulants to enhance the efficiency of total phosphorus removal facilities in a sewage treatment plant. After analyzing the existing water quality conditions of the sewage treatment plant, the coagulant of poly aluminium chloride was experimentally applied to measure its effectiveness. In this process, the use of poly aluminium chloride and polymers in various ratios was explored to identify the optimal combination of coagulants. The experimental results showed that the a coagulants combination demonstrated higher treatment efficiency compared to exclusive use of large amounts of poly aluminium chloride methods. Particularly, the appropriate combination of poly aluminium chloride and polymers played a significant role. The optimal coagulant combination derived from the experiments was applied in a micro flotation method of real sewage treatment plant to evaluate its effectiveness. This study presents a new methodology that can contribute to enhancing the efficiency of sewage treatment processes and reducing environmental pollution. This research is expected to make an important contribution to improving to phosphorus remove efficiency of similar wastewater treatment plant and reducing the ecological impact from using coagulants in the future.

Solar Energy를 이용한 하수처리의 질소 제거에 관한 연구 (A Study on Removal of Nitrogen at Sewage Treatment using Solar Energy)

  • 황용하
    • 융복합기술연구소 논문집
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    • 제1권2호
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    • pp.37-42
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    • 2011
  • The purpose of this research is to improve nitrogen removal efficiency in winter season through rise of water temperature of extraneous water by using solar energy which is estimated to have great potential among new regeneration energy and while operating Plug-Flow Reactor to improve nitrogen removal efficiency by selecting A/O process among sewage waste water treatment processes as the necessity of solving the problem of nitrogen removal efficiency according to reduced water temperature in winter season and strengthening of water quality criteria regarding discharged sewage waste water suggested in the research background. Summarizing the research result, supply of solar energy source improves the function outstandingly when removing nitrogen, (nitrogen removal rate before operating solar energy 55.4% ${\rightarrow}$ nitrogen removal rate after operating solar energy 84.1%).

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저농도 도시하수 처리를 위한 활성슬러지공정에서 HRT 및 SRT가 처리효율에 미치는 영향 (The Effect of HRT and SRT on Treatment Efficiency of Activated Sludge Process for Low Concentration Municipal Sewage)

  • 황규대;김민호;고새봄
    • 상하수도학회지
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    • 제11권1호
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    • pp.64-73
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    • 1997
  • Most of the municipal wastewater treatment plants operated in Korea are designed for high concentrations municipal sewage. However, activated sludge process employed by municipal wastewater treatment plant is operated at low organic loading. The objective of this study was to determine optimum operating condition of activated sludge process for treatment of low concentration municipal sewage. Three bench scale activated sludge reactors were operated to investigate the effect of HRT and SRT on the COD and TSS removal efficiency. The average concentration of TSS, SCOD, SBOD and TKN in influent were 118mg/l, 61mg/l, 21mg/l, and 12mg/l, respectively. The activated sludge reactors operated with various HRT and SRT showed about 89-93% TSS removal efficiency. HRT and SRT does not affect the TSS removal efficiency of actvatied sludge process significantly. However, HRT affected the SCOD removal efficiency slightly. As the HRT decreases from 13hours to 3hours, the SCOD removal efficiency decreases from 67% to 56%. The average effluent TCOD concentration of the reactor operated with 3hours of HRT was approximatly 40-45mg/l. Kinetic coefficient yield (Yt) and decay coefficients(Kd) were 0.594-0.954 mgMLVSS/mgCOD and $0.0197-0.0317day^{-1}$, respectively. Low concentration municipal sewage can be treated with 3 hours of HRT without effluent quality deterioration and SRT does not affect the substrate removal efficiency at this operation condition.

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계절에 따른 농촌 지역 하수종말처리장의 처리 효율 변화 (Changes of Treatment Efficiency According to Seasonal Variation in Rural Area)

  • 임지열;길경익
    • 한국습지학회지
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    • 제17권3호
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    • pp.311-319
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    • 2015
  • 국토의 균형적인 개발과 수계 수질 보호를 목적으로 한국 정부는 농촌 지역 하수도 보급 사업을 진행하고 있다. 본 연구는 농촌 지역 하수도 보급 사업의 하나인 A 하수종말처리장의 연간 운전결과를 분석하였다. 농촌 지역 하수종말처리장 유입 하수 농도는 계절에 따라 변화하며, 여름철에 가장 낮은 것으로 나타났다. 계절 변화에 따른 생물반응조의 처리 효율은 유기물질에 비해 영양염류가 계절에 따라 처리 효율의 변화가 큰 것으로 나타났으며 겨울철에 가장 낮은 것으로 나타났다. 또한 영양염류는 체류시간과 F/M ratio에 대해 유기물보다 민감하게 반응한 결과를 보였다. 농촌 지역 하수종말처리장 공법 선정 시 계절에 따라 변화하는 유입 하수의 특성을 고려해야 한다. 또한 겨울철 영양염류의 안정적인 처리 효율을 위한 유지관리가 필요하다.

BCS-II 공법을 이용한 마을하수도 처리 효율 분석: 안동시를 대상으로 (Analysis of RCSTP Treatment Efficiency using BCS-II Process: Case Study of An-dong City)

  • 임지열;길경익
    • 한국습지학회지
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    • 제16권4호
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    • pp.423-431
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    • 2014
  • 상수원과 같은 수계 수질 보호 및 농촌 지역 개발을 위해 마을하수도 보급이 필요하다. 본 연구에서는 안동 지역 마을하수도(11개소) 유입하수 특성 및 마을하수도에 도입된 처리 공법의 결과를 분석하였다. 안동 지역 마을하수도 유입하수는 도시지역에 비해 고농도의 유기물과 영양염류를 함유하고 있는 것으로 분석되었다. 안동시 마을하수도 공법은 안정적인 처리효율을 보였지만, 영양염류의 경우 유기물에 비해 solid retention time(SRT)와 food to microorganisms (F/M) ratio에 민감한 것으로 나타났다. 또한 안동 지역 마을하수도 공법은 타 공법($A^2/O$, SBR, media)들과 비교하여 전반적으로 높은 처리 효율을 보였으며, 본 공법은 마을하수도에 효과적으로 적용 가능한 공법이라 판단된다.