• 제목/요약/키워드: River purification

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Comparisons of Nitrogen and Phosphorus Removal Capacity of Four Macrophytes

  • Lee, Jeom-Sook;Ihm, Byung-Sun;Kim, Jong-Wook;Lee, Seung-Ho
    • The Korean Journal of Ecology
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    • 제23권2호
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    • pp.163-167
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    • 2000
  • To evaluate the water purification capacity of 4 emergent macrophytes in 4 tributaries of Mankyung River, nitrate reductase activity (NRA) and nutrient removal capacity were determined. Higher NRA occurred in emergent macrophytes such as Persicaria thunbergii and Oenanthe iavanica with 7.8 and 5.4 ${\mu}$moi NO$_2$ g$^{-1}$d.wt. h$^{-1}$. respectively. The nitrogen removal capacity of emergent macrophytes displaying higher NRA fell within the range of 0.85 to 1.95 mg g$^{-1}$d.wt. day$^{-1}$ and was higher in the order Phragmites communis > Persicaria thunbergii > Oenanthe iavanica > Zizania latifolia. The phosphorus removal capacity was within the range of 0.07 to 0.12 mg g$^{-1}$d.wt. day$^{-1}$ and was higher in the order Phragmites communis > Oenanthe iavanica > Persicaria thunbergii > Zizania latifolia. In all the domestic, industrial and agricultural wastewaters, Phragmites communis showed the highest nitrogen and phosphorus removal capacity; 1.36 and 0.0088 mg g$^{-1}$d.wt. day$^{-1}$ respectively. Among the 4 macrophytes. Phragmites communis was the most suitable species for water purification in 4 tributaries of Mankyung River.

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QUAL2E 모형을 이용한 하천수질의 위해성평가 (Risk assessment for water quality of a river using QUAL2E model)

  • 김정욱;김연수;강나래;정재원;김수전;노희성;김형수
    • 한국습지학회지
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    • 제16권3호
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    • pp.441-450
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    • 2014
  • 본 연구에서는 합리적인 수질관리를 위해서 하천의 자정능력을 고려하여 안성천 유역 내 유해성분 중 ABS(음이온 계면활성제)성분에 대해서 QUAL2E모형을 이용하여 위해성평가를 실시하였다. 수질모의결과 안성천과 진위천에서 BOD, ABS의 실측치와 예측치가 비교적 잘 일치함을 보여주고 있으며, DO에 대해서는 예측값과 실측값 사이에 오차가 발생하지만 농도변화의 추이는 잘 나타내고 있었다. 위해성지수는 오염물질의 예상 노출농도(PEC)와 하천수질에 영향을 주지 않는 예상무영향농도(PNEC)를 통해 계산하였고 위해성 비를 산정하여 위해성 지수를 평가하였다. ABS가 하천의 자정작용에 미치는 영향 분석 결과는 안성천[0.0003(Bressan), 0.06(환경부기준)], 진위천[0.0002(Bressan), 0.04(환경부기준)], ABS가 하천의 수생생태계에 미치는 영향에 대한 분석 결과는 안성천[0.0667(Bressan), 0.005(환경부기준)], 진위천[0.1(Bressan), 0.0075(환경부기준)]으로 국립환경과학원고시 제2012-30호에서 제시되어 있는 위해성이 있다고 판단되는 위해성 비의 기준치 값 1보다 작아 하천의 자정능력과 하천의 수생생태계에 영향을 주지 않은 것으로 분석되었다. 본 연구에서 적용된 방법은 간단하며 현재 환경부 수질기준보다 상세히 유해성분에 대한 정보를 줄 수 있다고 판단된다.

유용미생물을 이용한 포러스콘크리트의 수질정화특성에 대한 현장평가 (Site Assessment for the Water Purification Effect of Porous Concrete by using Effective Micro-organisms)

  • 김봉균;박준석;서대석;김화중;김윤용
    • 한국구조물진단유지관리공학회 논문집
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    • 제19권1호
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    • pp.109-119
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    • 2015
  • 최근 수십년간의 산업발달 및 인구증가에 따라 산업폐수 및 각종 비점오염원의 유입으로 수질오염이 심각한 실정이다. 이에 대해 국내 및 국외에서 이에 대한 연구가 활발히 진행되고 있다. 본 연구에서는 유기물질의 분해효과가 있는 유용미생물과 포러스콘크리트를 이용하여 하천 현장에 설치하여 구조적 성능평가와 장기간 수질정화능력을 평가하였다. 구조적 성능평가 결과, 시험체의 공극률은 15%가 적절하다고 판단되며, 또한 수질정화성능 검토 결과 각항목에 대한 제거율은 SS 34.1%, BOD 14.6%, COD 34.9%, T-N 11.4%, T-P 12.6%를 나타냈다. 따라서 유용미생물을 이용한 포러스콘크리트의 현장적용시 수질을 정화시키는데 효과적이라고 판단된다.

수변공간을 활용한 오염부하 저감 및 차단 융복합 기술의 하천 적용성 평가 (Assessment of the Applicability of Convergence Technology for Reducing and Blocking Pollution Loads to Rivers through the Utilization of Waterfront Spaces)

  • 김봉균;서대석;오종민;박재로
    • Ecology and Resilient Infrastructure
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    • 제3권4호
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    • pp.238-246
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    • 2016
  • 본 연구에서는 그동안 방치되어 왔던 하천 제방 및 둔치 등의 수변공간에 저류지, 인공습지 및 생태호안의 세가지 요소기술을 연계 활용한 수질정화시설을 제조하여 설치한 뒤 강우시 및 비강우시에 따라 성능을 분석하였다. 연구 결과에 따르면 강우시에는 SS, BOD, T-N, T-P에 대하여 평균 48.6%, 30.5%, 18.4%, 27.3%의 제거효율을 보였으며, 비강우시에는 33.2%, 28.6%, 13.7%, 17.3%로 나타났다. 그러므로 본 연구에서 수변공간을 활용하여 설치한 수질정화시설은 강우시 및 비강우시의 운전방법에 따라서 충분한 제거효율을 보이는 것으로 나타났다.

수돗물 수질에 따른 옥내급수관 부식에 미치는 영향분석 (The Corrosion Effect of the Water Pipelines in Buildings according to Drinking Water Quality)

  • 유순주;박수정;안경희;김현구;김창수;정일록;박영복
    • 한국물환경학회지
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    • 제24권6호
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    • pp.701-708
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    • 2008
  • As a countermeasure for reduction of corrosion in the delivery and distribution pipes used for tap water, materials for the pipelines in-houses and the effect of water quality on corrosivity of water pipelines were investigated in the distribution system of Han river. As the corrosion index at 6 water purification facilities of Han river, average Langelier Saturation Index (LI) of raw and finished water were -1.0 and -1.4 respectively and average Larson Index (LR) were 9.5 and 9.9, respectively. And also corrosion potential showed corrosivity in finished water (-431~-462 mV) as well as raw water (-426~-447 mV). This results indicate that tap water quality of han river have corrosivity. To understand the corrosivity effect in pipe material used for premise distribution system, water quality of stagnant tap water and tap water were analyzed and the differences between them were calculated. The difference concentration of iron, copper and zinc were $12.9{\mu}g/L$, $31.0{\mu}g/L$ and $45.0{\mu}g/L$ respectively in galvanized steel pipe for use more than 15 years and showed highest concentration. As a result, the control to corrosivity in the water pipelines, corrosivity control treatment in the water purification system can be applied. In advance it is necessary to monitor corrosivity of water quality using corrosive index because corrosivity may differ from the seasonal and regional characteristics and water chemicals dosage. For the future the guideline for corrosion index have to be established.

천연 수소 발생 광물 필터를 이용한 녹조 정화 시스템 (Green Purification System using Natural Hydrogen Generating Mineral Filter)

  • 권유지;박대겸
    • 한국산업융합학회 논문집
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    • 제27권2_2호
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    • pp.475-485
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    • 2024
  • In many regions of Korea, including the Four Major Rivers, the seriousness of the problem of algal blooms due to eutrophication of water quality is being raised.In this study, in order to solve these social problems, we manufactured a filter using natural mineral fusion (red illite, zeolite, germanium ceramic, selenium ceramic, carbon ceramic) and independently developed a tank system for green algae experiments to observe and determine the stages of change in water quality. In order to study ways to improve water quality through quantitative analysis, 1 ton of severely polluted green algae water from the Nak dong River region was stored in a water tank and exposed to ultraviolet rays in the same environment as the Nak dong River. Then, the same environment as the Nak dong River was created. The results were derived from a 5-week water quality test. The results of this experiment confirmed that green-colored cyano bacteria were significantly reduced just by the turbidity results. The results were obtained through a request to the Korea Testing & Research Institute located in Changwon-si, Gyeong sang nam-do. CI-(chlorine ion) and NH3-N(ammonia nitrogen) had the effect of saving every week. The device used in this study was made of natural minerals free of heavy metals that are harmless to the human body and nature through long-term consideration and exploration to kill and prevent various strains living in water. Green purification system using natural hydrogen generating mineral filter were effective a non-chemical and physical methods. The results of this study are one way to contribute to the serious problems caused by green algae in many countries, and will contribute to the water quality environment by preventing the waste of environmental resources, improving the health of the people, and increasing the ability to purify environmental water quality at home and abroad.

하천에 있어서 자연성의 보전, 정비, 창출에 관한 연구 II - 원성천과 풍서천의 하천식생구조를 대상으로 - (A Study on the Conservation Rehabilitation and Creation of Naturalilty of Rivers - River Vegetation Structure of Wonsungcheon and Pungseocheon)

  • 방광자;이진희;설종호;강현경;박성은
    • 환경영향평가
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    • 제7권2호
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    • pp.53-64
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    • 1998
  • This study was performed to build up the ecological guidelines to grasp the structure of the vegetation change which is due to river rehabilitation. Anyway, river ecosystem and function has been destroyed owing to river development. It is important that river vegetation supplies ecological corridor and biotope. Two survey sites(Wonsungcheon and Pungseocheon)were investigated in the aspect of plant ecosystem and structure to settle the practical concept of river ecosystem. Each survey site was subdivided to five plots. The site was surveyed through the belttransect method. Wonsungcheon gets more seriously polluted as it runs to the urban area. In other words, there are On the other hand, Pungseocheon has more naturality but its downstream is under the pressure of various wood plants in the upstream area, but downstream area is dominated by naturalized plants such as Bidens frondosa, Panicum dichotomiflorum, etc. Riverbank of downstream has been changed into farm and parking lot. development. It should be preserved definitely because it still has abundant naturality and wetland which formed a biotope. The objective of the research is to find out the river retrogression and maintenance methods based on the riparian vegetation structure. To manage the river ecologically, hydrophytes should be induced partly for natural purification after the riverside is rehabilitated. The vegetation should be induced step by step to restore natural river and steady monitoring and research are required.

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생물막을 이용한 다공성 콘크리트의 수질정화 효율 개선에 대한 연구 (Research on improvement of water purification efficiency by porous concrete using bio-film)

  • 김태훈;;안태웅;최이송;오종민
    • 환경영향평가
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    • 제20권6호
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    • pp.815-821
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    • 2011
  • This study aims to estimate the biological decomposition capacity of MPC(Microorganism Porous-Concrete). MPC has specific surface area formed by inside pores, and bio compound was added to those pores to reduce pollutants loading. To evaluate the water purification capacity of MPC, we carried out the comparative studies using different media types [GPC(General Porous-concrete), CPC(Compound porous-concrete), LPC(Lightweight aggregate porous-concrete)] under the condition of CFSTR, and different retention times (30, 60 and 120 min). We also estimated the purification capacity of MPC under different concentrations of pollutant loadings. The MPC showed higher efficiency in water purification function than other conventional porous concretes with efficient decrease rates of SS, BOD, COD, and nutrient concentrations. In the comparison experiment for different retention times, MPC showed the highest removal efficiency for all tested pollutants in the longest retention time(120 min). In the long period test, the removal efficiencies of MPC concrete were high until 100 days after the set up of the operation, but began to decrease. Outflow flux was invariable compared with inflow flux so that extra detention time for media fouling such as back washing is not needed. But the results suggested that appropriate management is necessary for long-term operation of MPC. As the final outcome, MPC using bio organisms is considered to be efficient for stream water purification when they used as substrates for artificial river structure.