• Proceedings of the Korean Environmental Sciences Society Conference
• /
• 2003.05a
• /
• pp.225-226
• /
• 2003

육상으로부터 유입되는 오염부하와 그로 인한 제주항의 해양수질 환경특성을 조사한 결과는 다음과 같다. 제주항의 수질특성을 각 항목별로 보면, 용존산소(DO)의 농도분포는 평균 7.3 mg/L의 범위를 나타내었고, 그리고 COD의 농도분포는 평균 2.2 mg/L로 대상해역의 대부분이 III등급 해역에 속하였으며 해역의 부영양화에 관계되는 영양염인 DIN과 DIP는 각각 평균 12.20 ${\mu}g$-at/L와 평균 1.18 ${\mu}g$-at/L로 2001년 개정 전 해역수질환경기준인 농도와 비교해 보면 평균농도에서 III등급을 초과하는 것을 알 수 있었다. 산지천의 수질특성을 보면 용존산소(DO)는 평균값은 7.4 mg/L로 하천수질기준 II등급에 해당되었으며 BOD의 경우는 평균값으로는 3.4 mg/L를 보여 하천수질기준 III등급에 해당되었다. 그리고 DIN과 DIP의 경우는 각각 4.696~5.410 mg/L와 0.306~0.332 mg/L의 범위를 보여 각각의 평균값은 5.110 mg/L과 0.315 mg/L였다. 산지천의 하천 유입부하량을 산정한 값을 보면 COD의 경우는 0.30 ton/day의 값을 보였고 DIN과 DIP의 부하량은 각각 300.0 kg/day와 18.0 kg/day의 값을 보였다. 이상에서 조사된 제주항의 수질특성과 산지천 유입부하량은 제주항의 수질관리를 위한 물질순환모델을 적용할 때 기초입력자료로 제공될 수 있을 것이다.

• Proceedings of the Korean Society of Dyers and Finishers Conference
• /
• 2012.03a
• /
• pp.118-118
• /
• 2012

현재 정부는 친환경녹색성장을 모티브로 환경기준을 강화하고 있으며, 오염 발생원을 최소화 하고자 현재 가동중인 환경기초시설을 대상으로 고도산화공정을 추가하여 오염 배출량을 최소화 하도록 정부와 지자체가 독려하고 있는 중이다. 따라서 대표적인 환경오염 업종인 섬유/염색 관련업체는 강화되는 환경기준을 만족하기 위한 공정검토가 불가피한 현실이다. 특히 대구 OO염색공단은 염색업체가 집적되어 있어 난분해성 오염물질과 색도유발물질이 다량 발생되고 있으며, 폐수처리장에서 운영 중인 재래식 폐수처리공정으로는 강화되는 방류수 수질기준을 충족할 수 없다. 따라서 본 연구에서는 방류수 수질기준을 만족하기 위한 고도산화 공정을 검토하였으며, 그 공정의 최적인자를 도출하고자 하였다. 고도산화 공정에서 오존산화, Peroxone AOP, Fenton oxidation 공정을 검토하였으며, 강화되는 수질기준을 만족할 수 있는 최적인자 및 처리효율을 검토하였다. 그 결과 조건에 따라 COD, T-N, T-P, 색도 등에서 처리효율은 40 ~ 90% 범위로 경제성을 고려하여 최적의 운전조건을 도출 하였다.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 1998.11a
• /
• pp.52-56
• /
• 1998

최근 들어 국외에서는 오염된 지하수의 정화기술로써 0가 금속을 이용한 방법이 높은 잠재력을 가진 신기술로 알려져 있다. 본 연구에서는 0가 금속중 나노크기(1-100nm)를 가진 0가 철입자를 이용하여 수중의 NO$_3$￣를 탈질처리하는 실험을 행하였다. 본 실험에서 제조한 나노크기 0가 철입자는 상온상압의 환원적 조건에서 50, 100, 200, 400mg/$\ell$의 NO$_3$￣와 반응하여 반응시간 30분안에 95%이상 제거되는 높은 반응성을 보여주었다. 기존의 상업용 철입자(10-100$\mu\textrm{m}$)를 이용한 NO$_3$￣의 제거결과에서 보여주는 다량의 철사용, 낮은 적용 오염농도, 그리고 낮은 반응속도등의 문제점에 비하여 나노크기 철 입자는 높은 오염농도범위에서도 적은 철 주입량과 짧은 반응시간 내에 매우 높은 제거효율(10-100배)을 나타내었다. 이러한 결과로 수중의 NO$_3$￣의 고속 탈질반응속도에 영향을 주는 중요한 변수는 반응에 참여하는 철 입자의 비표면적임을 알 수 있었다. 본 연구에서 얻은 batch실험 결과를 바탕으로 NO$_3$￣로 오염된 지하수의 정화를 위한 현장 적용을 목표로 연속처리 공정의 설계를 위한 토대를 마련하고자 하였다.

• Journal of Life Science
• /
• v.21 no.1
• /
• pp.159-164
• /
• 2011

Microbial whole-cell biosensors can be excellent analytical tools for monitoring environmental pollutants. They are constructed by fusing reporter genes (e.g., lux, gfp or lacZ) to inducible regulatory genes which are responsive to the relevant pollutants, such as aromatic hydrocarbons and heavy metals. A large spectrum of microbial biosensors has been developed using recombinant DNA technology and applied in fields as diverse as environmental monitoring, medicine, food processing, agriculture, and defense. Furthermore, their sensitivity and target range could be improved by modification of regulatory genes. Recently, microbial biosensor cells have been immobilized on chips, optic fibers, and other platforms of high-throughput cell arrays. This paper reviews recent advances and future trends of genetically modified microbial biosensors used for monitoring of specific environmental pollutants.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2017.05a
• /
• pp.166-166
• /
• 2017

현재 우리나라에서 많은 연구에 활용되고 있는 오염부하지속곡선(Load duration curve, LDC)은 단일 기준유량의 문제점을 개선하기 위해 전체 유량 범위를 고려한 수질오염총량관리제(Total Maximum Daily Loads, TMDL) 평가 기법으로 개발되었다(Choi et al., 2012). LDC를 이용해 목표수질 달성여부를 분석하기 위해서는 일유량자료를 바탕으로 유량지속곡선(Flow Duration Curve, FDC)의 작성이 선행되어야 하는데(Park and Oh, 2012), 365일 연속적으로 측정된 실측 자료를 이용하는 것이 가장 확실하고 정확한 방법이다. 그러나 현재 환경부에서는 총량관리 단위유역에서 8일 간격으로 실측 유량 및 수질 측정이 이루어지고 있고, 특히 주로 비강우 시에 측정이 이루어지고 있는 실정이기 때문에 고유량에 대한 모니터링 자료가 부족한 실정이다. 이 같은 이유로 많은 연구에서 불연속적인 평균 8일 간격 유량을 그대로 사용하거나 일유량자료를 확보하기 위해 다양한 방법을 이용하고 있다. 그러나 이러한 유량자료의 변동은 유랑지속곡선에 변화를 주고 결과적으로는 LDC를 이용한 목표수질 달성여부를 판단함에 있어 불확실성이 있다. 이에 본 연구의 목적은 환경부 총량측정망 8일유량자료와 이와 연계성이 있는 국토교통부 하천유량 측정망 일유량자료를 이용하여 각각의 LDC를 작성하고, 이러한 일유량과 8일유량 사용이 LDC를 이용하여 목표수질에 대한 오염부하 특성분석에 어떠한 영향을 미치는지 유량 조건별로 차이를 비교분석하는 데 있다.

• Journal of Conservation Science
• /
• v.26 no.3
• /
• pp.259-268
• /
• 2010

To evaluate the biological pollution class, Chl-a concentration and color were examined in 8 stone cultural heritages of Korea from April to June 2007. In the case of Chl-a, it had the range of 16.2 to $136.6{\mu}g{\cdot}g^{-1}$, and for the range of the colors, it came out from green to black. As the result of the evaluation, the Three storied stone pagoda in Mulgeol-ri and the Three storied stone pagoda in Suta Temple both showed class 3 and the other 6 stone cultural heritages showed the classes above 4, proving severe biological pollution. The total of 32 aerial algae taxa were found in 8 stone cultural heritages. Out of the 32 taxa, 16 taxa were found in Cyanophyceae, 13 taxa in Chlorophyceae, and 3 taxa in Bacillariophyceae. The correlation coefficient showed 0.43, as a result of the correlation analysis between Chl-a and the biological pollution class. Two among all the aerial algae taxa, Trebouxia sp, and Chroococcus bituminosus, showed high correlation coefficients of 0.89 and 0.65 with Chl-a, in the correlation analysis. High correlation coefficients from 0.54 to 0.65 were shown in a correlation analysis between the biological pollution class and the aerial algae taxa, which are Chroococcus bituminosus, Aphanocapsa grevillei, Xenococcus acervatus, Chlorella vulgaris, and Synechocystis pevalekii.

• Journal of Wetlands Research
• /
• v.19 no.1
• /
• pp.37-44
• /
• 2017

Nonpoint source (NPS) pollution continues to degrade the water quality. NPS pollutants signals high concerns against a sustainable environment. Low impact development (LID) is the leading management practice which regulates and treats stormwater runoff especially in highly impervious urban areas. Constructed wetlands are known to have efficient removal capability of NPS pollutants. Likewise, these LID facilities were intended to maintain the predeveloped hydrologic regime through series of mechanisms such as particle settling, filtration, plant uptake, and etc. In this study, the objective was to investigate the characteristics, fate and treatment performance of the two in-campus constructed wetlands (SW1 and SW2) which were installed adjacent to impervious roads and parking lots to treat stormwater runoff. A total of 42 storm events were monitored starting from July 2010 until November 2015. Manual grab sampling was utilized at the inlet and outlet units of each LID facilities. Based on the results, the wetlands were found to be effective in reducing 37% and 41% of the total runoff volume and peak flows, respectively. Aside from this, outflow EMCs were generally lower than the inflow EMCs in most events suggesting that the two wetlands improved the water quality of stormwater runoff. The average removal efficiency of pollutants in facilities were 63~79% in TSS, 38~54% in TN, 54% in TP and 32%~81% in metals. The results of this study recommend the use of constructed wetlands as efficient treatment facility for urban areas for its satisfactory performance in runoff and pollutant reduction.

• Journal of the Korean Society for Environmental Technology
• /
• v.19 no.6
• /
• pp.586-599
• /
• 2018

To learn about the discharge facility management of industrial complexes and the discharge characteristics of water pollutants in drainage, 11 sites were selected, including 16 discharge companies of Hanam Industrial Complex and High-Tech Scientific Industrial Complex and 4 drainages of the industrial complexes. Through the analysis, it was found that 12(75 %) of the 16 discharge companies had specific hazardous substances other than those registered at the time of installation and registration of the wastewater discharge facilities. In terms of other pollutants, 11 of the 16 companies(about 69 %) were found to have pollution items that differed from those included in approved and reported items lists. In addition, Formaldehyde, Mn, Zn, and Ba were discharged from 11 out of the 16 companies. Significantly, one of the specific hazardous water pollutants, Cu, was detected in all discharge facilities at levels from 0.029 to 0.929 mg/L. Even in major complexes drainages and the main stream of the Yeongsangang. As, Dichloromethane, and Chloroform were detected. However, it cannot be conclusively claimed that it is probable that these substances were actually discharged from the above facilities because research was only done in a limited range(Class 1 to Class 3), and therefore, further research is required. In the future, it will be necessary to expand the research scope of the discharge companies in order to establish a database of water pollutants, and to improve permits and reported items based on discharged substances.

• Korean Journal of Fisheries and Aquatic Sciences
• /
• v.36 no.1
• /
• pp.49-54
• /
• 2003

This study was conducted to evaluate characteristics of particle composition and organic matter distribution for tidal flat sediments in the Saemankeum area. The tidal flat sediments consist of predominantly sand and a little of silt, whereas the content of clay was very low. The analyzed values of particles of tidal flat sediments were in the range of $4.60\~10.90\;{\phi}$ for mean size and $-0.1\~1.75\;{\phi}$ for sorting and $-1.0\~0.92\;{\phi}$ for skewness and $0.27\~6.75\;{\phi}$ for kurtosis. The tidal flat sediments are interpreted as representing significant effect of the environmental change due to the construction of Saemankeum embankment. The ORP was in the range of -133$\~$200 (mean 73) mV. But 24 stations of the total stations showed reduction condition, The concentration of CODs was in the range of 17.54$\~$6,176.3 mg/kg. The ratio of C/S was 0.02$\~$0.45 (mean 0.24). And the Saemankeum tidal flat sediment was a little effected by input organic pollutants from upper site area. Conclusively, conservation of the Saemankeum tidal flat sediment was requested because it is for the growing fishery and low organic matter.

• Korean Journal of Environmental Agriculture
• /
• v.23 no.1
• /
• pp.41-46
• /
• 2004

The influence of pollutant loads on the water quality in Jeongeupcheon of Dongjin river was evaluated from Jan. 2002 to Dec. 2003 for two years. The range of pH in water was $6.87{\sim}7.53$. The EC level in upstream ranged from 83 to $95\;{\mu}s/cm$ with the highest value in autumn. The BOD level in upstream rang ed from 0.61 to 1.27 mg/L, which would be I grade according to water quality criteria by Ministry of Environment, but that in downstream was III grade. The average T-N level in midstream ranged from 6.10 to 10.84 mg/L which was the highest values throughout the stretch of the river. The average T-P levels ranged from. 0.41 to 0.98 mg/L Jeongeupcheon was suitable for the agricultural usage based upon one year analysis of river water quality. The effluent loads of BOD was high in midstream (J4) with 553 kg/day. The major sources of T-N loads were livestock, population, land use, and industry in order. The effluent loads of T-N was high in J4 by population and industry while that of T-N was high in J5 and J6 by livestock and land use. The delivered loads of T-N was high in downstream The delivered loads of T-P was low as compared with those of BOD and T-N. The delivery ratio of T-N ranged from 6 to 38%.