• 제목/요약/키워드: BOD reduction rate

검색결과 57건 처리시간 0.037초

영산강 하류부의 목표수질 달성을 위한 BOD 부하량 삭감방법의 비교 (A Comparison Between Reduction Methods for BOD Loadings to Achieve Water Quality Standards at the End of the Yeongsan River)

  • 황대호;정효준;이홍근
    • 한국환경보건학회지
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    • 제27권2호
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    • pp.119-126
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    • 2001
  • The key point in establishing water quality management measures is how to decide the load reduction for pollution sources. This study was performed to compare reduction methods for BOD loadings to achieve water quality standards at the end of the Yeongsan river. The target year is 2006 and 2011 and reduction methods are uniform treatment and treatment by influence rate. Using QUAL2E model, the study was performed under the conditions of establishing and non-establishing the publicly owned treatment works(POTWs). Uniform treatment which allocate the same reduction rate to pollution sources showed that all streams into the river should be applied for the reduction. However, treatment by influence rate which allocate the reduction rate by the order of influence rate showed that achieving target quality might be possible with a few streams for the reduction. But total amount of load reduction of streams was not significantly different from two methods.

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하수(下水) 처리장(處理場)에서 정수조폐액(淨水槽廢液)의 혐기성소화(嫌氣性消化) 처리(處理)에 관한 연구(硏究) (Anaerobic Digestion of Thickened Septage at Municipal Wastewater Treatment Plant)

  • 최의소;김태형;이호식
    • 상하수도학회지
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    • 제7권1호
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    • pp.13-19
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    • 1993
  • Anaerobic Digestion of thickened septage was investigated in this study. Thickening could reduce the volume of septage to be treated to about 40% with 12hr HRT. The VS and BOD removal efficiencies were respectively 28 to 45%, and 75% when digested the thickened septage with 30 day HRT Or $1.4kgVS/m^3/d$. The BOD removal efficiency could be increased to about 90% with subsequent settling tank with about 6 hours HRT. The gas production rate was 0.22 to $0.35m^3gas/kgVSadd$($0.75m^3gas/kgVSrm$), or $1.32m^3gas/kgBOD_{rm}$. In addition, the supernatant of thickener could be returned to the aeration tank treating domestic sewage. In this case, a BOD loading rate of 0.5 to $0.7kgBOD/m^3/d$ or 0.5kgBOD/kgMLVSS/d was proposed for 80% BOD reduction.

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서낙동강 유역 해반천의 수질 개선을 위한 비점오염관리대책 효과 분석 (Assessment of the Non-point Source Pollution Control Strategies for Water Quality Improvement in the Haeban Stream of West Nakdong River Watershed)

  • 김예진
    • 한국습지학회지
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    • 제26권1호
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    • pp.1-9
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    • 2024
  • 이 연구에서는 서낙동강을 구성하는 소유역 중 대지면적 비율이 크고 인구밀도가 높은 해반천 유역의 유출 및 수질을 모의하기 위한 HSPF(Hydrological Simulation Program-FORTRAN)모형을 개발하였다. 유역에서 발생하는 비점오염 부하량을 관리하기 위한 세 가지 시나리오가 개발되어 모형에 적용되었고, 오염부하량의 감소와 부하지속곡선에 대비한 수질 기준 초과율이 분석되었다. 시나리오는 비점오염의 발생을 줄이기 위한 도로 청소, 다양한 저영향 개발 기법을 고려한 유출 저감 조치, 그리고 강으로 들어가는 비점오염원을 완화하기 위한 유입 저감 조치로 구성되었다. 첫 번째 시나리오에서는 김해시의 도로 청소 차량 수와 같은 실제 조건이 고려되었으며, 두 번째와 세 번째 시나리오에서는 적용 가능한 토지 이용별 면적의 50%에 저영향 개발 기법을 적용하는 것으로 적용되었다. 모든 세 가지 조치를 적용한 결과, BOD 오염 물질 부하가 58.28%, T-N은 58.49%, T-P는 51.56% 감소할 수 있는 것으로 도출되었다. 또한, 5년간 누적된 수질 측정의 60번째 백분위수를 목표 수질로 설정하고 구축된 유량지속곡선에 의한 초과율분석 결과, 결과적으로, BOD의 경우 조치 적용 전 41.57%의 초과율이 조치 후 16.32%로 감소하여, 초과율이 25.25% 감소하였다. T-N의 경우 조치 전 40.31%에서 조치 후 22.84%로, T-P의 경우 62.43%에서 27.22%로 감소하였다.

Assessment of Non-Point Source Pollutant Loads and Priority Management Areas using an HSPF Model in Sejong City, South Korea

  • Lim, Dohun;Lee, Yoonjin
    • 한국환경과학회지
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    • 제26권8호
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    • pp.881-891
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    • 2017
  • In this study, the discharge loads of non-point pollution sources were analyzed using a Hydrologic Simulation Program-Fortran (HSPF) model for 46 sub-watersheds in order to guide the management plan for water and streams passing through the city. The results using HSPF showed good applicability in comparison to point measurements, which were based on BOD, TP, and TN. The mean value of the BOD loads was $4.08kg/km^2$ per day, and the highest level of BOD was $17.75kg/km^2$ per day at Namri. Three potential areas of high priority for the installment of constructed wetlands were selected in order to reduce non-point pollution sources based on BOD loads and on environmental and economic conditions. The results for these scenarios indicated a maximum rate of reduction in BOD of 39.12% within the proposed constructed wetlands.

The Effects of Light Intensity, Inoculum Size, and Cell Immobilisation on the Treatment of Sago Effluent with Rhodopseudomonas palustris Strain B1

  • Ibrahim, Shaliza;Vikineswary, S.;Al-Azad, Sujjat;Chong, L.L.
    • Biotechnology and Bioprocess Engineering:BBE
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    • 제11권5호
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    • pp.377-381
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    • 2006
  • A study was carried out to determine a suitable light intensity and inoculum size for the growth of Rhodopseudomonas palustris strain B1. The pollution reduction of sago effluent using free and immobilised R. palustris cells was also evaluated. The growth rate in glutamatemalate medium was highest at 4 klux compared to 2.5 and 3 klux. The optimal inoculum size was 10% (v/v). Both the COD and BOD of the sago effluent were reduced by 67% after three days of treatment. The difference in biomass production or BOD and COD removal with higher inoculum sizes of 15 and 20% was minimal. This could be attributed to limited nutrient availability in the substrate. The use of immobilised cells of R. palustris reduced the pollution load 10% less compared to pollution reduction by free cells. Hence, there was no significant difference in using free or immobilised cells for the treatment of sago effluent.

절간고구마원료 주정폐액을 이용한 단세포단백질의 생산 및 폐액의 BOD제거 (Growth of Yeasts in Alcohol Distiller′s Waste of Dried Sweet Potato for Single-cell Protein Production and BOD Reduction)

  • 이형춘;구영조;민병용;이홍근
    • 한국미생물·생명공학회지
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    • 제10권2호
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    • pp.95-100
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    • 1982
  • 절간고구마원료주정폐액을 이용하여 단세포단백질을 생산함과 동시에 폐액의 BOD를 제거할 목적으로 우수효모를 선발하고, 선발된 효모의 배양조건을 검토한 후 3$\ell$ -jar fermenter에 의한 통기 배양을 한 결과 다음과 같은 결론을 얻었다. 폐액을 여과한 여액의 조성은 BOD$_{5}$ 15700ppm, COD 36800ppm, 환원당 3300ppm, 총질소 710ppm, 고형물51800ppm, 조회분390ppm이었다. 우수효모로 선발된 Torulopsis candida FRI YA-15를 $25^{\circ}C$에서 48시간 진탕배양하였을 때, 배양폐액에 대한 균체수율은 3.38g/$\ell$, BOD$_{5}$ 및 COD제거율은 각각 38.9%, 31.8%이었다. T. candida의 최적생육초기 pH는 4.0이었으며, 최적배양온도는 35$^{\circ}C$였다. 설정된 초기PH 및 온도하에서 3$\ell$-jar fermenter를 사용하여 통기량 2vvm, 교반속도 100rpm으로 배양하였을 때, 배양 28시간후에 최대로 생육하였으며, 그 때 배양액에 대한 균체수율은 3.2g/$\ell$였다. 건조균체의 조단백질함량은 47.98%였다.

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모래여과 및 오존처리에 의한 하천수 수질개선 효과 연구(1) - BOD, COD, SS 및 색도 제거 경향 고찰 (Improvement of River Water Quality By Combined Treatment of Sand Filtration and Ozonation(1) - Focusing on Reduction of BOD, COD, SS and Color)

  • 최창희;남궁규철;윤종우;이채영
    • 한국물환경학회지
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    • 제27권6호
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    • pp.813-821
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    • 2011
  • While various aspects affect river water quality, reduction of water flow rate during dry seasons is one of the most significant factors causing severe water pollution in river water environment. The aim of this study is to investigate the feasibility of applying a physicochemical method (sand filtration + ozonation) for improving river water quality within a short period. The parameters analyzed and assessed were $COD_{cr}$, BOD, SS and color. The source river water had a severe pollution level showing COD 8.8~17.2 mg/L (ave. 11.9 mg/L), BOD 4.8~13.3 mg/L (ave. 8.3 mg/L), SS 9.0~22.1 mg/L (ave. 12.8 mg/L) and color 34.4~77.1 degree (ave. 56.5 degree) during the experimental periods. The variation trends showed a relatively low correlation between BOD and COD and between color and COD, while SS showed very low correlation with other parameters. The combined process of sand filtration and ozonation showed averaged removal efficiency of COD 37.2%, BOD 48.4%, SS 60.1% and colority 45.1%, respectively. The marked change of BOD level from 8.3 mg/L to 4.3 mg/L under the experimental conditions in this study implied the improvement of class V to class III set by the river water quality standard in Korea.

활성슬러지 공정에 의한 Kraft 펄프 폐수의 독성 제거 (Removal of Toxicity from Kraft Pulp Mill Effluents by Activated Sludge Process)

  • 김영관
    • 상하수도학회지
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    • 제8권3호
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    • pp.9-18
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    • 1994
  • 활성슬러지 공정을 이용하여 Kraft 펄프공장에서 배출되는 유출수에 잔류하는 만성독성의 제거가능성을 평가하기 위하여 pilot plant를 운전하였다. 독성 이외에도 폐수내의 BOD, SS, resin과 fatty acids, 색도, 그리고 AOX와 같은 오염물질의 제거효과도 측정되었다. Pilot plant는 정상상태에서 약 10주 동안 운전되었으며 운전기간 동안의 평균 F/M 비율은 0.28, 그리고 sludge age는 8.4일로 계산되었다. 평균 MLSS 농도는 4,309mg/l이었으며 이중 휘발성 물질은 57%이었다. 운전기간 동안, BOD 제거계수(k)는 $30^{\circ}C$에서 8.2/일 이었으며 BOD 제거율은 full-scale 운전시보다 3~6% 정도 낮은 84%로 나타났다. 활성슬러지 유출수의 만성독성 시험은 Dinnel 방법과 BML 방법이 활용되었으며, 시험결과 pilot plant 활성슬러지 시스템에서도 효율적인 운전을 통하여 90% 이상의 독성제거가 가능함을 알 수 있었다. Pilot plant의 진 공정을 통해서 색도와 AOX의 제거는 매우 미미하였으나 resin과 fatty acids는 뛰어난 제거율을 나타내었다.

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HSPF 모형을 이용한 축산계 비점오염 저감에 따른 합천댐 유역 수질 영향 분석 (Estimation of Livestock Pollutant Sources Reduction Effect on Water Quality in Hapcheon Dam Watershed Using HSPF Model)

  • 조현경;김상민
    • 한국물환경학회지
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    • 제36권2호
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    • pp.98-108
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    • 2020
  • The purpose of this study was to evaluate water quality in Hapcheon dam via using the Hydrological Simulation Program-Fortran (HSPF) model and applied livestock reduction scenarios. Hapcheon dam watershed input data for the HSPF model were established using the stream, land use, digital elevation map and meteorological data and others. The HSPF model was calibrated and validated using the observed water quality data from 2000 to 2016. For water quality simulation, we calculated the generated and discharge loads of the population, livestock, industry and land use following the guideline provided by the Ministry of Environment. The pollutant data were obtained from National Institute of Environmental Research (NIER). The monthly discharge load were estimated by applying the delivery rate. The calibration and validation results showed that the annual mean BOD had a difference of 0.22 mg/L and an error of ±13 %, T-N had a difference of 0.66 mg/L and an error of ±16 % and T-P had a difference of 0.027 mg/L and an error of ±13 %. In order to evaluate the nonpoint pollutants management effects, we applied livestock reduction scenarios because livestock consists of the largest portion of pollutants. As a result of the 20 % of livestock reduction, BOD, T-N and T-P decreased by 3 %, 1 % and 3 %, respectively. When 40 % of livestock reduction was applied, BOD, T-N and T-P decreased by 5 %, 3 % and 4 %, respectively. Based on the results of this study, effective pollutant management methods can be applied to improve the water quality and achieve the target water quality of Hapcheon dam watershed.

저영향개발(LID)적용을 위한 구조적 BMPs의 유출량 및 비점오염저감 효과모의: LIDMOD2 적용 (Design of Structural BMPs for Low Impact Development (LID) Application and Modelling Its Effect on Reduction of Runoff and Nonpoint Source Pollution: Application of LIDMOD2)

  • 김정진;김태동;최동혁;전지홍
    • 한국물환경학회지
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    • 제27권5호
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    • pp.580-586
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    • 2011
  • Low impact development (LID) technique is recently proposed as new concept to reduce surface runoff and pollutant loading with various best management practices (BMPs). In this study, LIDMOD2, which is one of the model to evaluate LID, was applied at Mohyeon developing area to evaluate the redcution of annual runoff and pollution loading, cost-reduction efficient by LID with design of structural BMPs including bioretention, wet pond, and wetland. As a simulation results, the bioretention had the highest reduction efficiency for runoff (41.43%), and 22% for T-N and 22% for BOD. Wet pont had the highest reduction efficiency for T-P as showing 25% of reduction rate. As a results of cost-reduction efficient, wet pont represented the highest cost-effective for T-N and BOD with showing 0.43 T-P kg/million won and 17.37 BOD kg/million won, respectively, and bioretention represented the highest cost-effective for T-P with showing 2.52 T-P kg/million won. LID technology could reduce effectively surface runoff and nonpoint source pollution and construct sustainable development. LIDMOD2 could be suggested as useful tool to evaluate and design LID.