• Title/Summary/Keyword: 이상 수질

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Estimation of Raw Water Quality Improvement Benefit of Water Service Using WTP (지불의사를 이용한 상수도 원수수질개선 편익 산정)

  • Yeo, Kyul Dong;Yi, Choong Sung;Lee, Sang Won;Shim, Myung Pil
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.5B
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    • pp.419-427
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    • 2009
  • In existing studies about benefit of water quality improvement using WTP, the object of survey is described pre-policy water quality as "current water quality" and improved (post-policy) water quality as "boatable, fishable and swimmable". Multiply WTP by the number of households of basin is total benefit. The existing studies are not benefit of a specific water resource business but benefit of a policy on unsubstantial water resource business. Because of a lack of objectivity and oversimplification, it is difficult for survey respondents to understand an object of survey. The purpose of this study is to evaluate a benefit estimation methodology for raw water quality improvement in water resource development business. After conducting a survey of WTP of 1,000 housewives who is using water service in the National Capital region, the relational expression of water quality improvement (BOD) and WTP is derived by using statistical analysis of the survey. As a case study, the stream water quality improvement benefit of Song Li Won multipurpose dam was evaluated, which is planned to be built at the local secondary stream section on Nae Sung stream in Nak-Dong River system. As a result of study, annual average benefit evaluation is 5,980 million won on the average annual planned discharge, 8,663 million won on the planned discharge during the period except for wet season (July to October), 11,905 million won on the planned discharge during water quality declining period and 14,502 million won on the planned discharge during water quality declining period respectively. By using the relational expression of BOD-WTP, it is easy to estimate the benefit without regard for water quality.

Use of Tributary Water Quality and Flowrate Monitoring Data for Effective Implementation of TMDL (수질오염총량관리제의 효율적인 시행을 위한 지류하천 수질.유량모니터링 자료의 활용)

  • Kim, Young-Il;Jeong, Woo-Hyeok;Kim, Hong-Su;Yi, Sang-Jin
    • Journal of Korean Society of Environmental Engineers
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    • v.34 no.2
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    • pp.119-125
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    • 2012
  • The tributary water quality and flowrate monitoring result, which is fundamental data for the establishment of the water environmental policy, is used as very important data for the implementation of TMDL. This study introduced how to use the tributary water quality and flowrate monitoring data for the analysis of the watersheds, the satisfactory assessment of water quality standards in the watersheds, the selection of watersheds for the establishment of the implementation plan, and the selection of the tributary catchments for improving the water quality using a stream grouping method. According to the analytical results of tributary catchment using water quality and flowrate monitoring data of thirty-seven tributaries in the Geum-River watershed at Chungcheongnam-do, the value of flowrate in the tributaries, which is located in the middle-lower Geum-River watershed, was greater than the other areas and the concentration of the water pollutants regardless of water quality parameters in the tributaries at Nonsancheon catchment was relatively higher than the other areas. The problems, which have the determination of satisfaction of water quality standards and selection of target watersheds for establishment of the implementation plan regardless of the water quality of tributary in the watershed due to the water quality and flowrate monitoring results of the main river, were improved use of the results of tributary water quality and flowrate monitoring. Also, the tributary catchments for improving the water quality, according to stream grouping method based on the results of tributary water quality and flowrate monitoring, were selected. In the Geum-River watershed at Chungcheongnam-do, the tributary in the Nonsancheon, Byeongcheoncheon, Seokseongcheon, Jocheon catchments, which has a large flow and a high concentration of water pollutants, should be preferentially selected for improving the water quality of the tributary in accordance with the reduction of the source of pollution.

Develoment of the Control System against Shrimp Viral Disease (바이러스성 새우질병 방제법의 개발)

  • 허문수;손홍주
    • Journal of Life Science
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    • v.8 no.5
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    • pp.550-556
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    • 1998
  • In order'to reduce loss of shrimp productivity by viral diseases on the cultured shrimp, we were develope the effective shrimp virus control system. Virus is inactivated by above 5 ppm of chloride and treatment of 50% fresh water. Mortality of infected shrimp is decreased by feeding of immunostimulants such as peptidoglycan and schizophyllan. Mg(OH)$_2$ was one of improvement agents which have best effect on pH, ignition loss(IL), chemical oxidation demand(COD) and total sulfide of water and sediment of shrimp farm.

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Hydraulic and Water Quality Characteristics on Vegetation Habitat (식생 서식과 수리 및 수질 특성)

  • Kim, Jin-Hong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.447-451
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    • 2006
  • 하천 식생은 흐름에 의해 영향을 받으며, 역으로 식생은 흐름에 영향을 주기도 한다. 이처럼 식생과 흐름은 상호 유기적인 관련성을 가진다. 또한 식생에 의한 흐름의 변동은 하천 유사이동에도 영향을 주어 하상변동을 발생시킨다. 본 논문은 흐름에 의한 식생영역의 변동을 다루었으며, 각 식생별 흐름에 따른 하상 세굴과 퇴적 양상, 식생 종류별 서식에 적합한 흐름 특성 여건과 수질 특성을 검토하였다. 검토 결과 개여뀌는 홍수 전에는 왕성한 성장을 하였으나, 홍수 이후 높은 소류력과 토사 이동에 의해 쉽게 유실된 것으로 판명되었다. 반면 달뿌리풀은 홍수 이후 비교적 높은 소류력과 유속 및 토사 이동에도 견디며 훼손 정도가 크지 않았다. 달뿌리 풀은 개여뀌에 비해 유속이 빠르고 수심이 낮아 Froude수가 큰 범위의 흐름 조건에서 서식하였다. 또한 달뿌리풀 영역에는 세굴이, 고마리 영역에서는 주로 퇴적이 발생되었다. 한편 달뿌리풀은 흐름의 유속을 줄이게 하여 하상세굴이 더 이상 진전되지 않도록 하는 세굴악화 방지기능을 가짐을 알 수 있었다. 수질특성과 관련하여, 달뿌리풀은 DO가 높은 범위에서 서식하고 있으며 다른 식물에 비해 비교적 T-N이 작고 BOD가 낮은 범위에 서식함을 알 수 있는데, 이는 하천의 상류에 서식하는 전형적인 형태라고 판단된다.

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Evaluation for Actual Discharge Data for TMDL in Nakdong River Basin (수질오염총량관리를 위한 낙동강수계 실측유량 자료에 대한 평가)

  • Kim, Gyeong-Hoon;Shin, Chan-Ki;Kim, Yong-Seok;Park, Bae-Kyeong;Yoon, Jong-Su
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.204-208
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    • 2008
  • 오염총량관리제의 효율적인 추진을 위해서는 단위유역별로 정확한 배출부하량 산정, 오염부하량 할당 및 이행평가가 필요하고 이를 위해서는 정확하고 정기적인 유량자료의 확보가 필요하다. 이러한 이유로 낙동강 수계총량센터에서는 2004년 8월부터 현재까지 평균 8일 간격(30회 이상/년)으로 오염총량관리 단위유역 41개 지점과 시도요구 6개 지점 등 총 47개의 지점에 대해 직 간접적으로 유량자료를 생산하고 있다. 이렇게 획득된 실측유량은 낙동강에서 시간에 따른 지점별 유량 변동추세 파악의 근거자료가 되며, 10년 평균 저수량과 같은 기준유량 산정의 기초 자료를 제공하여 주요 수질정책 자료로 활용될 수 있도록 하고 있다. 본 연구에서는 2004년부터 2007년까지 총 4년간 수행된 낙동강수계 단위유역별 유량측정성과에 대한 평가 및 수행결과에 대해 소개하고자 한다.

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관악산지역 지하수 및 지표수 수질의 지구화학적 특성연구

  • 정현석;이상훈
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2003.09a
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    • pp.540-542
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    • 2003
  • 산을 관통하는 터널은 기존의 지하수위를 낮추어 지하수량 및 수질 변화와 함께 주변 식생에 영향을 미칠 수 있다. 본 연구는 서울시 내부 순환도로 건설에 따라 관악산을 관통할 예정인 터널 건설로 인한 지하수 환경변화를 이해하고자 한다. 즉, 현재 산출되는 지하수, 약수 및 지하수 화학특성을 파악하고 지하수 수문 자료와 연계하여 향 후 수질변화 가능성을 예측하고자 한다. 조사 지역에 분포하는 지하수는 지하수위가 대체로 최대 2m 정도에서 최대 20m를 넘지 않으며 일부 관정은 계절에 따라 수온 변화를 보여 지표수와 연계성을 시사한다. 전반적으로 중성에서 약산성을 띄며 이는 화강암과 화강 편마암으로 이루어진 이 지역의 지질특성에 기인한 것으로 생각된다. piper diagram에 도시하였을 경우 지표수는 지하수에 비하여 Na, K 에 비하여 Ca, Mg, Cl, SO$_4$가 우세한 반면 지하수와 약수의 경우 뚜렷한 특성 차이를 보이지 않으며 넓은 영역에 걸친 분포를 보인다.

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Development of Air and Water Monitoring System by Using Optical Fibers (Optical Fiber를 이용한 수질 및 대기 모니터링 시스템 설계 및 구현)

  • Yang, Yoon-Sim;Park, Woo-Su;Lee, Jang-Su;Lee, Sang-Chun;Jung, Min-Su
    • Annual Conference of KIPS
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    • 2000.10a
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    • pp.457-460
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    • 2000
  • 연안역은 산업, 가정 폐기물의 종착지이고 중기계금속산업과 석유화학산업단지가 다수 포진하고 있는 지역으로 환경에 유해한 물질들로 대기나 수질을 통해 오염되기 쉬운 여건을 가지고 있으므로, 쾌적한 환경을 위한 환경 모니터링이 불가피한 곳이다. 이에 연안역의 환경 모니터링을 위한 정확한 분석결과를 현장에서 측정할 수 있으며 사용자의 편의성을 제공하는 새로운 시스템의 도입이 시급한 실정이다. 연구개발 중인 수질 및 대기 모니터링 시스템은 전문지식이 필요 없이도 테스트의 수행, 테스트 자료, 분석결과의 관리를 위해 구축했는데 특히 사용자 인터페이스의 검량선, 정량분석을 중점으로 본 논문에서 서술하였다.

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Water Environmental Factors and Trophic States in Lake Daecheong (대청호의 수질 환경요인과 영양단계 평가)

  • Park, Jong-Geun
    • Korean Journal of Ecology and Environment
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    • v.38 no.3 s.113
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    • pp.382-392
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    • 2005
  • Data were collected in Lake Daecheong from March 1997 to October 2002 and used to understand an annual change of water environmental factors and trophic states. The surface water temperature was ranged from $3.2^{\circ}C$ to $33.1^{\circ}C$ In the middle of February, water temperature was the lowest. Turbidity was ranged from 0.1 to 203.5 NTU, but the values of above 30 NTU were only measured at site 1. The total mean values of COD and Chl a were $3.6{\pm}1.4\;mg\;O_2\;L^{-1}$, $9.3{\pm}12.8\;{\mu}g\;L^{-1}$respectively. The concentrations of TP and TN were ranged from 0.14 to 5.09 mg N $L^{-1}$, 1 to $247\;{\mu}g\;P\;L^{-1}$ respectively. The total mean value of TN/TP ratio was $98.7{\pm}56.2$. The trophic states were ranged from mesotrophic to eutrophic in Lake Daecheong.

Solid-Liquid Separation Characteristics with Bio-filter Media Reactor (여과분리형 생물반응조의 고액분리 특성)

  • Park, Young Bae;Jung, Yong Jun
    • Journal of Wetlands Research
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    • v.16 no.3
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    • pp.347-353
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    • 2014
  • This work was performed to find the effect of operation parameters on the permeate flux through the activated sludge dynamic layer, and to indicate the relationship between the water quality of supernatant and flux based on the results. Since the effluent can be obtained through steady and stable formation of cake layer in the bio-filter media system, it is an important subject to keep and control microbes with activated state in the bio-reactor. Filtration resistance was drastically increased at more than 18000mg/L of MLSS. With filtration time continued, the flux was gradually decreased and the water qualities of supernatant monitored by turbidity and TOC were also deteriorated. This phenomenon indicated that the organic materials generated by microbes and accumulated in the reactor might affect the flux in the system. In addition, the decrease of flux was simultaneously observed in the sludge volume index. When SVI was controlled from 150 to 250, the flux was also decreased. The proper aeration time was recommended to 30 to 60 seconds in this system. In order to operate this system steadily, therefore, the control of water quality of supernatant and SVI should be proceeded.