• 제목/요약/키워드: Individual Sewage Wastewater Treatment Plant

검색결과 8건 처리시간 0.021초

건물용도에 따른 개별오수처리시설의 운영실태에 관한 연구 (A Survey on Operating State of ISWTP according to Building Use Type)

  • 권은미;김종석;정욱진
    • 대한환경공학회지
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    • 제27권3호
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    • pp.337-341
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    • 2005
  • It is difficult to use average sewage water quality as a design parameter for the individual sewage wastewater treatment plant(ISWTP), because sewage water quality is very various according to the building use type. So, in this study, we estimated daily, seasonal and weekly trend of sewage water quality and flow rate in various kind of building to comprehend operating state of ISWTP. The sewage water quality and flow rate were higher in the business building than household building. The seasonal difference of the water quality was not detected but that of flow rate was high. The flow rate of the sewage in the business building was higher in summer than in other seasons and in weekend than in weekday. The treatment efficiency of IWSTP was about $70{\sim}80%$ with BOD, $40{\sim}50%$ with TN and TP, which was very low. The unit loads of the individual house were 36.05 gpcd with BOD, 37.91 gpcd with SS, 23.91 gpcd with T-N, and 7.90 gpcd with T-P respectively, and those values were higher than other studies. It is because, as distinct from other studies, sewage water quality was monitored at the inlet point of the IWSTP in this study. We can use this results as an one of basic parameters for the design of IWSTP.

하수처리 전산모사 프로그램을 통한 연계처리시 하수처리장 영향 평가 (Evaluation of the impact of sewage treatment plants in the Linked treatment through the sewage treatment computer simulation program)

  • 김성지;길경익
    • 한국습지학회지
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    • 제22권4호
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    • pp.321-327
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    • 2020
  • 산업발전과 인구증가, 생활수준의 향상으로 하·폐수 발생량 및 하수처리장 연계처리수가 매년증가 하고 있다. 연계처리수는 저유량 고농도의 특징을 가지고 있다. 따라서 하수처리장 운영에 큰 영향을 미치고 연계처리수를 처리하기 위해 많은 비용도 사용되는 것으로 나타났다. 본 연구에서는 연계처리수의 유입 유량을 개별 반응조로 전량 유입시킬 경우 방류수 수질이 적게 상승한 시나리오를 도출했고, 모델링 결과 유입하수, 무산소조에 유입시킬 경우 방류수 수질이 가장 적게 상승하는 것을 확인할 수 있었다. 이와 같은 결과를 바탕으로 연계처리수의 유입 유량을 유입하수와 무산소조로 분배하여 유입시킬 경우에 대하여 분배 비율에 대한 다양한 시나리오를 생성했다. 다양한 시나리오를 통해 모델링을 진행한 결과 유입하수(80%), 무산소조(20%)의 비율로 연계처리수의 유입유량을 분배 유입 시킬 경우 TN, TP의 수질이 가장 적게 상승하는 것으로 나타났다.

젖소 착유세정폐수의 효율적인 정화처리를 위한 기초연구 (Preliminary Studies for Efficient Treatment of Wastewater Milking Parlor in Livestock Farm)

  • 장영호;이수문;김웅수;강진영
    • 한국물환경학회지
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    • 제36권6호
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    • pp.500-507
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    • 2020
  • This study examined the wastewater at a livestock farm, and found that the dairy wastewater from the milking parlor had a lower concentration than the piggery wastewater, and that it was produced at a rate under 1.3 ㎥/day in a single farmhouse. The amount of dairy wastewater was determined based on the performance of the milking machine, the maintenance method of the milking parlor, and the amount of milk production allocated for each farmhouse, not by the area. The results confirmed that both dairy wastewater treatment processes, specifically those using Hanged Bio-Compactor (HBC) and Sequencing Batch Reactor (SBR), can fully satisfy the water quality standards of discharge. The dairy wastewater has a lower amount and concentration than piggery wastewater, meaning it is less valuable as liquid fertilizer, but it can be easily degraded using the conventional activated sludge process in a public sewage treatment plant. Therefore, discharging the dairy wastewater after individual treatment was expected to be a more reasonable method than consigning it to the centralized wastewater treatment plant. The effluent after the SBR process showed a lower degree of color than the HBC effluent, which was attributed to biological adsorption. In the case of the milking parlor in the livestock farm, the concentrations of the effluents obtained after HBC and SBR treatments both satisfied water quality standards for the discharge of public livestock wastewater treatment plants at 99% confidence intervals, and the concentrations of total nitrogen and phosphorous in untreated wastewater were even lower than the water quality standards of discharge. Therefore, we need to discuss strengthening the water quality standards to reduce environmental pollution.

휴게소 개인하수처리시설의 슬러지 탈수공정 적용에 통한 고도처리 개선 연구 (A Study on the Advanced Treatment Process Improvement through the Dewatering Application an Expressway Rest Area Individual Sewage Treatment Plant)

  • 최유현;주현종
    • 한국물환경학회지
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    • 제33권1호
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    • pp.63-69
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    • 2017
  • Small size privately owned wastewater treatment plants have been difficult to treat their wasted sludge and maintain steady effluent quality compared with publicly owned wastewater treatment plants. Therefore, this study has focused on treatment efficiency enhancement, specially nitrogen removal efficiency by recycling dewatering filtrate as an alkalinity additive from filter press using $CaCO_3$. As the result, it was found that the optimal mixing ratio between the excess sludge and $CaCO_3$ was 1:2. The major operation parameters such as specific substrate utilization rate, specific nitrification rate, and specific denitrification rate were also improved 64% ($0.048-0.079mg\;BOD_5/mg\;MLVSS{\cdot}day$), 35% ($0.020-0.027mg\;NH_3-N/mg\;MLVSS{\cdot}day$) and 68% ($0.051-0.086mg\;NO_3{^-}-N/mg\;MLVSS{\cdot}day$), respectively, after the adoption of new methods. Therefore, both the problem of sludge treatment at small scale plants and the need for efficiency improvement could be solved.

수질과 오염원의 장기적 변화를 통한 팔당호 상수원수질보전 특별대책지역 규제효과 분석 (A Study on the Regulatory Effect of the Special Water Preservation Area of Lake Paldang Watershed Based on Long-Term Variation of Pollutant Source and Water Quality)

  • 김호섭;박윤희;김용삼;김상용
    • 한국물환경학회지
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    • 제35권1호
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    • pp.43-54
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    • 2019
  • The objective of this study was to assess the effect of policies on water quality management based on the changes in pollutants and water quality in Special Water Preservation Area (SWPA) of Lake Paldang watershed from 1990 to 2016. The population, total sewage and flow rate of wastewater in SWPA continuously increased from 1990 to 2016, while the location of new facilities for industrial and livestock facilities has been restricted. However, unlike the buffer zone in which industrial and livestock facilities were continuously reduced after implementing of TMDL, it was found that the effect of land-use regulations on industrial and livestock facilities in SWPA were mitigated by the increase in the size of large facilities. Since 1999 when the emission standard of public sewage treatment plants (STP) was changed, the water quality of Lake Paldang has increased despite the increase of pollutant source. Since emission standard of STP changed in 2012 (BOD 5 mg/L, TP 0.2 mg/L), BOD concentration in Lake Paldang has also improved to the level of water quality in the early 1990s where as TP concentration has remained at its lowest since 1990. BOD and TP average discharge concentration of 43 STP (${\geq}500m^3/day$) in 2016 have been maintained $1.7{\pm}0.7mg/L$ and $0.06{\pm}0.02mg/L$ respectively. While the discharged load of STP in SWPA was decreased by the concentration management, the contribution rate to the total discharged load of non-point pollutants increased to 70 % in 2015, and the contribution rate to the point discharged load of individual treatment facilities increased to 80 %.

대구시 산업단지 환경기초시설의 악취발생 특성 (Emission Characteristics of Odor Compounds from Fundamental Environmental Facilities in an Industrial Complex Area in Daegu City)

  • 이찬형;전현숙;신명철;김은덕;장윤재;권병윤;송희봉
    • 한국환경보건학회지
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    • 제42권4호
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    • pp.246-254
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    • 2016
  • Objectives: This study evaluated the odor emission characteristics from fundamental environmental facilities at an industrial complex area in Daegu City. Methods: The odor samples were collected from May 2015 to January 2016 and were analyzed for specified offensive odor substances. The odor quotient and the odor contribution was calculated. Results: Ammonia was detected in all samples monitoring specified odor compounds, followed by hydrogen sulfide and acetaldehyde. According to contribution analysis, hydrogen sulfide shows the highest contribution in all facilities. At wastewater treatment plants A and B and sewage treatment plant F, it was followed by acetaldehyde. At wastewater treatment plant C, it was followed by imethyl sulfide. Conclusion: The major component of odor can be determined by evaluating the degree of contribution to the odor intensity rather than the concentration of the individual odor components. To increase the effectiveness of odor reduction, policies focused on materials with a high odor contribution are needed rather than focusing on high-concentration odor compounds.

대도시 하수종말처리장 유입 하수의 성상 평가와 인공신경망을 이용한 구성성분 농도 예측 (Analysis and Prediction of Sewage Components of Urban Wastewater Treatment Plant Using Neural Network)

  • 정형석;이상형;신항식;송의열
    • 대한환경공학회지
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    • 제28권3호
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    • pp.308-315
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    • 2006
  • 유입 하수의 성상은 하수처리장의 효율을 결정하는 중요한 요인이다. 따라서 하수의 성상을 이해하고 실시간으로 측정하는 기술은 유입 하수 성상에 상응하는 적절한 운전 전략을 결정하는데 중요한 역할을 할 수 있을 것이다. 본 연구에서는 2005년 10월 1일부터 11월 21일까지 대도시 하수종말처리장 유입 수문에서 두 시간 간격으로 하수를 채취하여 성상을 분석하였다. 그 결과 하수의 유량 및 구성성분의 농도가 1일 단위로 일정한 형태를 갖는 것으로 밝혀졌는데, 오전 11시와 1시 사이에 가장 높은 값을 보였고, 새벽 5시에서 7시 사이에 가장 낮은 값을 갖는 것으로 나타났다. 상관관계 평가에서 300 nm에서 측정한 하수의 흡광도는 하수 구성성분의 농도와 매우 밀접한 것으로 밝혀졌다. 실시간 측정이 가능한 흡광도와 유량, 그리고 반복되는 하수 성상을 이용하여 구성성분의 농도를 추정하는 기법을 개발하고자 하였다. 첫 번째로 흡광도와 구성성분의 농도와의 1차 회귀분석을 수행하였고, 두 번째로 흡광도와 하수 유량, 유입시간을 이용하여 훈련시킨 인공신경망을 이용하였다. 그 결과 두 방법 모두 하수 구성성분의 농도를 예측하는데 높은 정확성을 보였는데, 인공 신경망을 사용한 경우 예측값과 실측값의 RMSE(root mean square error) 값이 TSS의 경우 19.3에서 14.4, TCOD의 경우 26.7에서 25.1로, TN의 경우 5.4에서 4.1로, TP의 경우 0.45에서 0.39로 각각 향상되는 것으로 나타났다.

하수처리수 방류 하천의 물환경과 저서성 대형무척추동물 군집 생태 연구 (A Study on Water Environment and Benthic Macroinvertebrate Community in Reclaimed Wastewater Effluent Dominated Stream)

  • 손정원;곽진숙;조갑제;류동춘
    • 한국물환경학회지
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    • 제37권3호
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    • pp.190-203
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    • 2021
  • Water quality, benthic macroinvertebrate communities, and other factors were investigated to explore the effects of the effluent discharge from a sewage treatment plant into Jwagwang stream in Busan in 2019. During the study period, the flow rate of this stream was in the range of 10,400 m3/day to 52,200 m3/day except for the discharge of about 24,000 m3/day of the effluent. After discharge, the flow velocity increased by about 65% and the water depth increased by about 40%. At sites downstream of the discharge point, BOD, COD, TOC, T-N, T-P, and other water quality values were worse than those of the upstream sites. The periphytic algal chlorophyll-a concentrations in the natural substrata were higher than those of the upstream sites, especially in May and August. However, at sites downstream of the discharge point, the individual numbers of Annelida were decreased and individual numbers of the insecta of arthropoda were increased. Also, species numbers and the diversity and dominance indexes were improved in the sites downstream of the discharge point. The functional feeding groups (FFGs) of collector-filterers were increased and the habitat orientation groups (HOGs) of sprawlers, burrowers, and clingers were especially increased at the sites with additional reclaimed wastewater effluent flow. Regardless of the effluent discharge, BMI, an indicator of ecological stream health using benthic macroinvertebrate species, did not show large gaps between the study points. Although the water quality of the sites downstream of the discharge point was much worse than those upstream, their ecosystem soundness was better than those of the upstream sites from an ecological perspective.