• 제목/요약/키워드: water quality criteria

검색결과 424건 처리시간 0.027초

분산형 빗물관리시설 적용을 위한 수질정화기능 여재 성능 평가 (Performance Evaluation of Soil Media for Water Quality Purification at LID Application)

  • 박찬기;김춘수;김황희;유성열;전지홍
    • 한국농공학회논문집
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    • 제56권6호
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    • pp.85-91
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    • 2014
  • In this study, the water quality purification of new medias which were NPS media, hyugato, mineral stone, charcoal for applying soil media of Integrated Management Practices (IMPs) of Low Impact Development (LID) were evaluated. The influent concentrations of COD, T-N, and T-P were 117.8 mg/L, 17.1 mg/L, and 2.062 mg/L, respectively. The infiltration capacities of NPS media, hyugoto, mineral stone, charcoal, and gravel were $7.1{\times}10m/s$, $7.3{\times}10^{-5}m/s$, $7.9{\times}10^{-5}m/s$, $6.0{\times}10^{-5}m/s$, respectively. All media meet criteria of infiltration capacity as surface soil layer at IMPs which is over $1.0{\times}10^{-5}m/s$. Maximum removal rates of COD, T-N, and T-P occurred at Charcoal with 98 % of COD removal rate, NPS with 78 % of T-N removal rate, and hyugato with 75 % fo T-P removal rate, respectively. For more high removal efficiency of all water quality item, the mixed media which is 4.5(NPS media): 1(charcoal) : 4.5 (hyugato) as volume ratio was evaluated. The infiltration capacity of mixed media was $7.9{\times}10^{-5}m/s$ and met the criteria of infiltration as surface soil layer. The water quality removal efficiencies of mixed media were very high with showing 70 % for COD, 85 % for T-N, and 71 % for T-P. The mixed media could purify the water quality of surface runoff and was recommended to used at the LID site of ground water quality problem.

자연친화적 하천사업 및 통합적 유역 관리를 위한 새로운 수환경 분류법 및 자료관리 프로그램의 개발 (New Classification Criteria and Database Code of Water Environment for Nature-Friendly River Work and Integrated Management of Watershed)

  • Noguchi, Masato;Kang, Sang Hyeok;Kim, Joon Hyun;Nishida, Wataru;Fujisaki, Nobuhito
    • 환경영향평가
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    • 제7권2호
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    • pp.103-112
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    • 1998
  • 일본에서는 자연친화형 하천사업을 많이 시행하고 있다. 바람직한 수환경을 보전하고 복원하기 위해서는 하천내외의 생태계에 대한 수질기준을 정립하여야 한다. 본 논문에서는 생물학적 지표를 사용한 수질 분류 방법을 개발하여 나가사키현의 혼묘하천에 대하여 적용하였다. 이러한 수질 분류를 위하여, 수정된 오염물 지표 분류법을 제안하였다. 비교적 단순한 방법이지만, 가장 많은 종에 대한 3가지 지표만으로 수질을 효과적으로 평가할 수 있었다. 또한, 하천유역의 통합관리를 위하여 다양한 생태계 자료를 포함하는 종합적인 자료관리시스템을 개발하였다. 본 시스템을 사용하여 건전한 수환경을 보전하기 위한 각종 생태계 자료를 쉽게 취득할 수 있다. 본 연구의 결과를 사용하여 수질자료를 개선하고, 시민들의 의식을 고양하며, 하천관리계획을 세울 수 있을 것이다. 일본에서는, 자연친화적 하천복원사업에 있어서 시민들의 의식 및 행동이 가장 중요한 요소이다.

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금강의 부영양화 현상에 관한 연구 (A Study on the Eutrophication in the Keum River)

  • 유선재;김종구;권태연;이석모
    • 한국환경과학회지
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    • 제8권2호
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    • pp.155-160
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    • 1999
  • To investigate the water quality characteristics and eutrophication of the Keum River, survey were conducted on samples collected from 6 stations in Aug. and Oct. in 1995 and Jan. and May in 1996. The results were summarized as follows ; Concentration of pollutants were in the range of 1.74~6.35(mean 3.81)mg/$\ell$for BOD and 1.98~8.21(5.14)mg/$\ell$for COD and 1.46~51.94(18.52)g/$\ell$for TSS. Water quality were evaluate to be 2~3 grade of station 1 and other stations were 3~4 grade of water quality criteria. The concentration of nutrients were in the range of 55.2~735.3(309.3)$\mu\textrm{g}$-at/$\ell$for Dissolved inorganic nitrogen(DIN) and 0.06~6.03(2.80)$\mu\textrm{g}$-at/$\ell$ for dissolved inorganic phosphate(DIP). Nutrient concentrations in Keum River were usually high and the DIN/DIP ratio ranged from 72 to 2648. The concentration of chlorophyll-a was in the range of 1.1~143.7(44.3)mg/㎥. Chlorophyll-a concentration were high 10mg/㎥ except station 1, which is the value of eutrophication criteria by EPA. Correlations between nutrients and chlorophlly-a were not significant. According to eutrophication evaluation, Keum river was equivalent to the eutrophic state.

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점원 오염부하 제어에 의한 광양만의 수질관리 (Water Quality Management of Kwangyang Bay by Point Pollution Source Control)

  • 이대인;박청길;조현서
    • 한국해양환경ㆍ에너지학회지
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    • 제4권3호
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    • pp.28-39
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    • 2001
  • 광양만의 수질현황을 파악하고 환경변동에 따른 수질을 예측해서 부영양화를 억제하고 수질 환경회복을 위한 적절한 수질관리대책을 제시하기 위해서 생태ㆍ유체역학 수치모델을 이용하였다 광양만에 대한 점원 오염부하량의 약 90%가 폐수배출부하량이 차지하는 것으로 나타났으며, 부영양화 기준인 Chl. α 10㎍/L이하와 해역수질환경기준 II등급인 COD 2㎎/L이하를 지속적으로 유지하기 위해서는 현재의 점원 오염부하량의 약 35%이상 저감하는 대책이 요구되는 것으로 예측되었다.

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퍼지 의사결정법에 의한 주암호 수질관리 전략 평가 (Water Quality Management Strategies Evaluation of Juam Lake by A Fuzzy Decision-Making Method)

  • 이용운;황윤애;이성우;이병희;최정욱
    • 대한환경공학회지
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    • 제22권4호
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    • pp.699-712
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    • 2000
  • 주암호는 광주 전남지역의 주민생활이나 공 농업활동에 기반이 되는 중요한 수자원의 역할을 하고 있으나, 주암호에 유입되는 오염물질로 말미암아 호수의 수질은 점점 악화되고 있는 실정이다. 따라서 주암호 수질개선 전략은 시급히 마련되어야 할 것이다. 호수의 수질개선 전략으로 하나가 아닌 다수의 대안이 개발될 경우에 대안별 평가 및 최적순위 결정을 위해서는 목표수질의 달성도, 사회 기술적 적용성 및 경제성 측면을 고려한 평가기준들이 선정된다. 그러나 평가기준들의 수가 많고 각 기준이 추구하는 목적이 서로 상충될 때 의사결정은 어려워진다. 특히, 각 평가기준에 대한 대안별 기준값이 불확실성을 내포하는 경우에는 의사결정이 더욱 곤란하게 된다. 이러한 불확실성의 정도가 크면 클수록 의사결정은 점점 어려워지는데, 각 기준값의 불확실성이 발생하는 주요 원인은 활용할 수 있는 정보의 부족, 미래 상황의 불확실 또는 전문가 지식의 한계 때문이다. 본 논문에서는 의사결정권자가 불확실성 하에서도 호수의 수질개선 대안들을 평가하는데 이용할 수 있는 퍼지 의사결정법이 보여질 것이다. 이 방법은 퍼지이론을 응용하여 대안별 평가기준 값의 불확실성 정도를 해석하고, 이를 그대로 의사결정 과정에 반영하기 때문에 불확실성을 고려하지 않는 방법들에 비해 합리적이고 현실성있는 최적의 수질관리 대안이 선정될 수 있다.

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음용수질의 안정성을 위한 부식지수제도의 도입 (Introduction of Corrosion Index System for Stability of Drinking Water Quality)

  • 김영관;김진근
    • 상하수도학회지
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    • 제25권5호
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    • pp.707-717
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    • 2011
  • Replacement of old water distribution pipes for protecting water quality induced by pipe corrosion requires enormous budget. Even after the replacement, however, corrosion can occur again at any times and, therefore, inhibitive measure of the corrosion will be not only economical but needed to diminish the consumers' distrust on tap water quality. In 2008, National Environmental Research Institute did a survey on 8 major drinking water source and proposed to establish the Langelier Saturation Index(LI) as a corrosion index in Drinking Water Quality Criteria. Among the water industries of Korea, K-Water is the only one that set up the level of pH over 7.0 and LI above -1.5 on yearly average basis. However, no systematic regulation including LI to inhibit the corrosive tendency has been established yet. In this paper, LI values out of 31 drinking water treatment plants were analyzed and two-stage control of LI value as a measure of corrosive tendency of water is proposed. Primarily, water treatment facilities may operate the system at a target LI value below -1.5. Following the investigation on the effect caused by adjusting the LI value on water quality and corrosiveness, it will be desirable to improve LI value below -1.0 in the long run. In addition to the LI, supplemental use of Larson's modified ratio (LMR) which incorporates hydraulic detention time will be necessary. Several methods to prove the inhibitive effect of improving the LI value on water quality have been also suggested.

금호강 유역의 대장균 부하지속곡선 개발 및 적용 (Development and Application of Coliform Load Duration Curve for the Geumho River)

  • 정강영;임태효;김경훈;이인정;윤종수;허성남
    • 한국물환경학회지
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    • 제28권6호
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    • pp.890-895
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    • 2012
  • Duration curves describe the percentage of time that a certain water quality (total/fecal coliform (=TC/FC)) or discharge is exceeded. The curves methodology are usually based on daily records and are useful in estimating how many days per year and event will be exceeded. The technique was further applied to estimated TC/FC loading to the Geumho River, using the daily mean flow rate and TC/FC concentration data during January, 2001 and December, 2011 for the Geumhogang6 (=Seongseo water level station) where an automated monitoring station is located in Gangchang-bridge. Low flow of the Seongseo (=11.1 cms) was equivalent to 75.3% on an exceedance probability scale. Load Duration curve for TC/FC loading at the Seongseo was constructed. Standard load duration curve was constructed with the water quality criteria for class III (TC/FC concentration = 5000/1000 CFU/ 100 mL). By plotting TC/FC observed load duration curve with standard load duration curve, it could be revealed that water quality do not meet the desired water quality for 68.8/11.2% on an exceedance probability scale. IF linear correlation between flow rate and coliform concentration is assumed, it can be interpreted that water quality exceed desired criteria when daily average flow rate is over 11.9/109.9 cms.

제2연화광산 직내골 광미장 침출수에 오염된 하천수계의 시.공간적 수질변화 및 중금속 제거효율 (Temporal and Spatial Variation and Removal Efficiency of Heavy Metals in the Stream Water Affected by Leachate from the Jiknaegol Tailings Impoundment of the Yeonhwa II Mine)

  • 이평구;강민주;최상훈
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제16권1호
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    • pp.19-31
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    • 2011
  • This study had been carried out to investigate spatial and temporal variations of the concentrations of trace metals for contaminated surface water in creek affected by leachate from the tailings impoundment of the Yeonhwa II mine for about 2 years. It was also to ascertain the metal removal efficiency for potentially deleterious metals by the artificial and natural attenuation processes such as retention ponds and hydrologic mixing of uncontaminated tributaries. The concentrations of As, Pb, Cd, and Cu for leachate in the rainy season were not detected. On the other hand, the concentrations of Zn, Fe, Mn, Al, and $SO_4^{2-}$ in the rainy season for leachate were 2-66 times higher than those in the dry season, due to the oxidation of the sulfide minerals and the dissolution of the secondary minerals. The concentrations of Zn and Cd for leachate and surface water of the upper creek in the rainy season exceeded the criteria of River Water Quality and Drinking Water Quality but in the dry season, those of analyzed all the metals (As, Pb, Cd, Cu, Zn, Cd, Fe, Mn, and Al) for surface water sampled at the study area were below the criteria of River Water Quality and Drinking Water Quality. In regard of the attenuation efficiency for the concentrations of metals, Fe, Mn, Al, Zn, Cd, As, and Cu were removed highly at retention ponds, while the removal efficiency for major cations and sulfate ($SO_4^{2-}$) were related to mixing of the uncontaminated tributaries. Therefore, the major attenuation processes of the metal and sulfate contents in creek affected by leachate from a tailing dump were precipitation (accompanied by metal co-precipitation and sorption), water dilution, and neutralization.

물환경 체험 및 탐구 활동에서 수질오염지표로서 전기전도도(EC) 혹은 총용존고형물질(TDS)의 활용에 대한 고찰 (EC or TDS as a Water Pollution Criteria in Water Education Program)

  • 안삼영
    • 한국환경과학회지
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    • 제31권4호
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    • pp.341-356
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    • 2022
  • Electrical Conductivity (EC) or Total Dissolved Solids (TDS) has been often used to evaluate the water quality in some water education program for children and youth. This study attempted to find out whether EC (or TDS) can be used as a water pollution criteria in water education program. To clarify it, we used the water analysis data of July 2019 and January 2020 from Water Environment Information System. Data from 332 points in Han-river were used to investigate correlation between the parameters, such as BOD, COD, TN, TP vs EC. Correlation(r) for all data of BOD vs. EC was 0.347 for July 2019 and 0.483 for January 2020. No correlation was observed for BOD Ia and BOD Ib for July 2019 (r=-0.041, -0.030, respectively) and BOD Ia for January 2020 (r=0.041). Better correlation for all data of COD vs. EC was obtained (r=0.543 for July 2019 and r=0.610 for January 2020). However, no correlation was observed for COD Ia for January 2020. High vlaue of EC or TDS does not always mean water pollution, especially for clean water environment. Thus, EC (or TDS) alone can not be used as a water pollution criteria.

DAF와 혼화응집공정을 이용한 현탁성 고형물 함유 유류 오염 지하수 처리 (Treatment of Contaminated Groundwater Containing Petroleum and Suspended Solids Using DAF and Mixed Coagulation Processes)

  • 이채영;장영수
    • 한국지반환경공학회 논문집
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    • 제11권8호
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    • pp.25-32
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    • 2010
  • 석유계 탄화수소 화합물로 인한 토양과 지하수 오염은 환경과 건강에 영향을 미치는 주된 원인으로 제기되어 왔다. 이러한 오염물질들은 흡착포, 활성탄 또는 중력 방식의 유수분리 장치 등을 이용하여 처리하고 있다. 하지만 이러한 경우 자유상 유류(free product)로 존재하는 경우에는 효과적이나 에멀젼 상태의 유류는 제거할 수 없는 것으로 알려져 있다. 따라서 본 연구에서는 굴착시 예상되는 지하수의 고농도 현탁성 고형물로 인한 지하수 처리시 문제점과 TPH(Total Petroleum Hydrocarbon)를 어떻게 효율적으로 제거할 수 있는지 방안을 제시하고자 한다. 고분자 폴리머를 사용하여 혼화 응집 실험을 수행한 결과 5분 이내에 SS(Suspended Solids)와 COD(Chemical Oxygen Demand) 농도가 지하수 수질 기준을 만족하는 것을 나타났으나, TPH 농도는 방류수 수질 기준을 만족하지 못하는 것으로 나타났다. DAF(Dissolved Air Flotation) 실험 결과 단일 DAF 공정으로는 방류수 수질 기준을 만족하지는 못하였다. 단일 DAF 반응조를 이용하여 DAF와 혼화 응집 반응을 동시에 수행하는 경우 20분에 모든 기준을 만족하는 것으로 나타났다.