• 제목/요약/키워드: sewer flow and pollution

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수질오염총량관리 합류식지역의 우기시 관거이송 변화유형 (Patterns on Sewer Transfer Flow for Rain Weather Period in the Area with Combined Sewer System for the Management of TMDLs)

  • 박준대;오승영;김지태
    • 한국물환경학회지
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    • 제26권6호
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    • pp.1008-1015
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    • 2010
  • Discharged pollution load is varied as rainfall changes in the area with combined sewer system. Changes in discharged pollution load are directly related with those of sewer transfer flow. Therefore, it is important to identify the pattern of sewer transfer flow for the analysis of changes in discharged pollution load. This study reviewed the type of distribution of sewer transfer flow for 17 sewage treatment plants and developed simple formular to estimate sewer transfer flow as rainfall changes. 11 facilities showed to have some relation with rainfall in the change of sewer transfer flow but 6 facilities to have no relation. Relationships between rainfall amount and sewer transfer flow showed that 6 facilities out of 11 had relatively strong relationships above R2=0.5, which were considered to be affected directly by rainfall changes. The formular which explain the relationship between rainfall and sewer transfer flow can be applied in the analysis of rainfall effects on discharged pollution load, therefore, the more appropriate evaluation will be done.

하수관거 정비지역의 관거이송 유량 및 수질특성 변화 (Changes in Characteristics of Sewer Flow & Its Water Quality from the Sewer Rehabilitation Area)

  • 박준대;오승영;최윤호;김용석
    • 한국물환경학회지
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    • 제31권2호
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    • pp.196-208
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    • 2015
  • This study analyzed the characteristics of sewer flow and its water quality, and investigated changes in the characteristics in three areas where the sewer rehabilitation projects have been carried out. In S1 area, the patterns of the flow became regular and the range of the fluctuation decreased after the sewer rehabilitation. The flow and its BOD concentration increased. The infiltration/inflow and exfiltration showed clear distinction before and after the sewer rehabilitation in this area. In S2 area, the patterns and the range of the fluctuation of the flow made no differences before and after the sewer rehabilitation. The flow decreased slightly and its BOD concentration increased considerably after the sewer rehabilitation. Big decrement in stormwater inflow but small in exfiltration appeared in this area. In S3 area, the patterns and the range of the fluctuation of the flow made no differences before and after the sewer rehabilitation. The flow decreased slightly and its BOD concentration increased in a small rate in this area.

오염부하 물질수지 분석을 통한 합류식 하수관거 적정 차집용량 결정(II) - 차집용량과 월류오염부하 삭감목표 설정 - (Determination of Interception Flow by Pollution Load Budget Analysis in Combined Sewer Watershed (II) - Establishment of Intercepting Capacity and Reduction Goal of Overflow Pollution Load -)

  • 이두진;신응배
    • 상하수도학회지
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    • 제19권5호
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    • pp.557-564
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    • 2005
  • The objective of this study is to evaluate a criteria of intercepting capacity and a reduction goal of overflow pollution load in combined sewer system. In the current criteria of intercepting capacity in the domestic sewage facility standard, it is known that three times of peak sewage (Q) in dry period or runoff flow by 2mm/hr is not appropriate since the intercepted flow is estimated by runoff and show different result even in the same watershed. Though a reduction goal of overflow pollution load can be determined from 1) same level of storm-water runoff pollution load in separated storm sewer, 2) less than 5% sewage load in dry weather period, by the domestic sewage facility standard, the simulated results from storm-water model show large differences between two criteria. While it is predicted that sewage pollution load standard three time larger than separated storm sewer standard in high population density and urbanized area, it is shown that separate storm sewer standard larger than sewage pollution load standard in middle population density and developing area. Accordingly, it is proposed that more reasonable intercepting flow and reduction goal of overflows pollution load should be established to minimize discharging pollution load in combined sewer systems. For the purpose, a resonable standard has to be amended by pollution load balance considering the characteristics of a watershed for generation, collection, treatment, and discharging flow.

하수도 시설 관리 시스템의 개발 및 적용 (Development and Application of Sewer Facility Management System)

  • 김준현;한영한
    • 산업기술연구
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    • 제19권
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    • pp.279-285
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    • 1999
  • An integrated sewer management system was developed for the analysis of sewer flow and for optimal operation of sewer works using ArcView and SWMM. SWMM and ArcView were dynamically linked together using Avenue in order to construct user-friendly management system. The developed system was applied to a residential area in Choonchun city to verify its utilities. All the relevant field data were analyzed on the basis of developed system, and the modeling of sewer flow was implemented using RUNOFF, EXTRAN, TRANSPORT in SWMM. This system is now in the process of connection to the management system of watershed and surface environment in order to develope an integrated environmental management system. Futhermore, this system will be a critical part of overall control system of sewer works including sewer line and wastewater treatment plant. As this system can provide comprehensive prediction of flow and pollution profiles, it could serve as a tool not only for optimal management, but also for decision support system to examine the efficiency of planning and implementation of sewer projects.

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오염부하 물질수지 분석을 통한 합류식 하수관거 적정 차집용량 결정(I) -오염부하 물질수지 분석- (Determination of Interception Flow by Pollution Load Budget Analysis in Combined Sewer Watershed - Analysis of Pollution Load Budget in Watershed -)

  • 이두진;김주환;우형민;안효원
    • 상하수도학회지
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    • 제19권5호
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    • pp.547-556
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    • 2005
  • The objective of this study is to obtain adequate intercepting flow during wet weather conditions in combined sewer system. Two study sites are selected under considering different population density, one is developed area with heavy urbanization. Another is recently developing area. In the analysis of field investigation, SS was most significant in initial flushing effects compared with other factors and showed the result with the order of COD, TP, TN. As compared with event mean concentration(EMC) of runoff, BOD, TN and TP showed high concentrations in wide area with relatively large population density. It is by the reason that much pollution load was discharged to receiving water from urbanized area during wet period. According to results of storm-water modeling, 53% of total COD and 52% of total SS pollution load were discharged to receiving water by overflow than intercepting capacity in middle population density site. Also, in the urbanized area, pollution load was discharged to receiving water by 49% of total COD and 77% of total SS. These results can be applied to setup for pollution load flow(budget) generation, collection, treatment and discharging in order to obtain adequate intercepting flow.

침수방지와 방충.방취 기능을 갖는 오우배수장치의 개발 (The Development of Sewer Drainage for Harmful Insect and Bad Smell Prevention)

  • 김용석;박성호;양순용
    • 한국공작기계학회논문집
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    • 제17권3호
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    • pp.94-100
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    • 2008
  • New type of the sewer drainage has been developed to overcome present sewer drainage's shortcoming. This system has the function of drainage, sewerage, reverse flow prevention, and harmful insect and smell prevention. Numerical simulation has been carried out in order to minimize the troubles that can be happened in the process of manufacture and installation process. This sewer drainage system for harmful insect and smell prevention intercepts pollution source, and then it prohibit second pollution. Harmful insect cannot go in and out in this system. Also, this system can reduce the damage of flooded districts due to heavy rain because it is impossible to flow backward from sewer drainage.

강우시 도시지역 강우 유출수 오염부하 기원평가 (Evaluating pollution origins of runoff in urban area by stormwater)

  • 황병기
    • 한국산학기술학회논문지
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    • 제7권5호
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    • pp.930-934
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    • 2006
  • 홍제천 유역의 평창 배수분구를 대상으로 강우시 발생하수의 특성을 파악하기 위해 유량 및 수질 조사를 수행하였고, 강우유출수를 기저하수, 강우, 지붕유출수, 도로유출수, 관내 퇴적물 등 오염원별로 분석하여 기원별 초염기여도를 파악하였다. 강우시 발생초기의 오염물질의 농도는 초기세척현상에 의해 비강우시 농도의 3-10배 이상 높게 나타났으나, 강우 후반기에는 희석에 의해 비강우시 평균 농도 보다 오히려 낮은 농도를 보이는 것으로 나타났다. 오염부하의 오염원별 기여도 분석에서 관거 퇴적물에 의한 오염도가 전체 오염도에서 COD의 경우 54.6%를, SS은 73.3%를 차지하여, 가장 높은 기여도를 보여 관거 내 퇴적물의 준설과 세정을 통하여 상당량의 오염부하를 저감시킬 수 있는 것으로 나타났다.

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웹 기반의 공간정보예측시스템을 이용한 통합적 하수도 관리 시스템의 개발 및 적용 (An Integrated Sewer Management System using Web Based Predictive Spatial Information System)

  • 김준현;한영한
    • 환경영향평가
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    • 제10권1호
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    • pp.73-83
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    • 2001
  • Web based integrated sewer management system was developed for the analysis of sewer flow and for the optimal operation of sewer works using ArcView and SWMM. SWMM and ArcView were dynamically linked together using Avenue in order to construct user-friendly information management system. The developed system was applied to the residential area in Choonchun city to verify its utilities. All the relevant field data were analyzed on the basis of the developed system, and the modeling of sewer flow was implemented using RUNOFF, EXTRAN, TRANSPORT in SWMM. This system is now in the process of connection to the management system of stormwater, surface and subsurface environment in order to develop an integrated environmental management system. Futhermore, this system will be a critical part of overall control system of sewer works including sewer network and wastewater treatment plant. As this system can provide comprehensive prediction of flow and pollution profiles, it could serve as a tool not only for the optimal management, but also for the decision support system to examine the efficiency of planning and implementation of sewer projects.

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기상, 유출, 하수관로 유동 모형과 ArcView를 결합한 하수도 시설 관리 시스템의 개발 및 적용

  • 김준현;한영한;박형춘;한미덕
    • 한국GIS학회:학술대회논문집
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    • 한국GIS학회 1999년도 추계학술대회 발표요약문
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    • pp.26-29
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    • 1999
  • An integrated sewer management system was developed for the analysis of sewer flow and for optimal operation of sewer works using ArcView and SWMM. SWMM and ArcView were dynamically linked together using Avenue in order to construct user-friendly management system. The developed system was applied to a residential area in Choonchun city to verify its utilities. All the relevant field data were analyzed on the basis of developed system, and the modeling of sewer flow was implemented using MET, RUNOFF, TRANSPORT in SWMM. As this system can provide comprehensive prediction of flow and pollution profiles, it could serve as a tool not only for optimal management, but also for decision support system to examine the efficiency of planning and implementation of sewer projects.

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전산모형과 지리정보시스템을 결합한 Web 기반의 유역 및 하수도 관리시스템의 개발 (Development of Web based Watershed and Sewer Management System using Computational Model and GIS)

  • 김준현;박형춘;한영한
    • 산업기술연구
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    • 제20권A호
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    • pp.63-71
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    • 2000
  • A web based watershed and sewer management system was developed for the analysis of stormwater runoff and sewer flow, and for optimal operation of sewer works using ArcView and SWMM. SWMM and ArcView were dynamically linked together using Avenue and Visual Basic in order to construct user-friendly management system. The developed system was applied to Choonchun city to verify its utilities. All the relevant field data were analyzed on the basis of developed system, and the modeling of runoff and sewer flow was implemented using RUNOFF and TRANSPORT blocks in SWMM. This system was connected to the management system of surface and subsurface environment management system in order to develop an integrated environmental management system. Futhermore, this system will be a critical part of overall control system of sewer works including sewer line and wastewater treatment plant. As this system can provide comprehensive prediction of flow and pollution profiles and analytical tool equipped with Web-GIS, it could serve widely as a tool not only for optimal management, but also for decision support system to examine the efficiency of planning and implementation of sewer projects.

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