• 한국물환경학회지
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• 제23권6호
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• pp.872-880
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• 2007

For effective management of sediment-related diffuse pollution, it is of utmost importance to estimate spatial variation of sediment transport processes within a catchment. A mathematical model can play a critical role in estimating sediment transport processes at the catchment scale provided that the model structure is appropriate for representing major sediment transport processes of the catchment of interest. This paper introduces a distributed catchment model River Basin Water Quality Simulator (RBWQS) and presents some results of its application to a small rural catchment in Korea. The model has been calibrated and validated for a wet period using hourly hydrographs and sediment concentrations observed at the catchment outlet. Based on the model simulation results, the spatial variation of sediment transport processes across the catchment and the effects of paddy fields and small reservoirs on hydrology and sediment transport have been analyzed at the catchment scale.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2021년도 학술발표회
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• pp.446-446
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• 2021

본 연구에서는 수질오염 관리 측면에서 유역의 취약성을 평가하고 우선 관리가 필요한 지역을 선정하는 기법을 수립하고자 한다. 수질은 다양한 요인에 의해 영향을 받기 때문에 오염의 취약성을 평가하기 위해 다기준 분석 기법을 적용하였다. 다기준 평가기법은 다양한 평가 항목이 포함되는 의사결정 문제에 유용하다. 연구 절차는 평가 항목 및 가중치 결정, 항목별 평가자료 구축, 수질오염에 대한 취약성 평가 후 수질오염 관리가 필요한 유역 선정의 단계로 구성하였다. 평가 대상은 814개 소유역이다. 평가 프레임워크는 오염원, 확산 과정, 수자원 현황의 3개 그룹으로 구성되며, 각 그룹에 대한 하위 평가 항목을 선정하였다. 오염원 그룹은 중앙 및 지방 정부에서 제공하는 오염원 조사 결과, 농업 분야 자료, 토지 사용 현황 등을 적용하였다. 확산 과정 그룹은 강우, 토지 피복, 토양 등의 데이터를 사용하였으며, 수자원 현황은 하천의 흐름, 수질 및 수생 생태계 현황 등이 반영되었다. 유역 단위로 모든 항목에 대하여 가중치를 반영한 점수를 집계하고 취약지역을 선정하였다.

• 한국습지학회지
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• 제22권2호
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• pp.161-170
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• 2020

농업비점오염에 의한 수질문제 해결을 위하여 인공습지 조성이 늘어나고 있으나 긴 체류시간과 긴 일조량 등으로 인하여 습지 내 조류 발생 등의 문제가 지속적으로 발생하고 있다. 본 연구는 농업 비점오염원관리를 위하여 조성된 인공습지의 효율을 평가하여 자연기반 능력이 향상된 고도화된 인공습지 개선방안을 제시하고자 수행되었다. 인공습지의 성능평가는 구성성분(물, 퇴적물 및 식물)의 모니터링을 통해 구성성분이 시스템의 처리 성능에 주는 기여도 평가를 통해 수행되었다. 건기시에는 식물성 플랑크톤의 과다성장, 긴 체류시간 및 일조량 과다로 습지내 탁도 및 미립자 농도가 각각 80~197 % 및 10~87 %정도 증가하는 것으로 나타났다. 그러나 강우시에는 습지내 적절한 물 순환과 지속적인 물 흐름으로 미립자, 유기물 및 영양분의 농도가 43 ~ 70 %, 22 ~ 49 %, 15 ~ 69 % 정도 감소하는 것으로 나타났다. 이러한 연구결과로 볼 때 인공습지가 가진 문제해결을 위해서는 자연습지가 가진 안정적 물 흐름이 필요하다는 것을 알수 있다. 그러나 일정수심을 유지하도록 되어있는 인공습지 설계기준은 건기와 강우기가 뚜렷하게 나타나는 한국적 기후상황에 타당하지 않다. 따라서 본 연구에서는 인공습지가 가진 문제를 해결하고 홍수관리, 수질 관리 및 환경 기능을 지속적으로 유지할 수 있도록 다기능 설계기법을 개념화하였다.

• 인간식물환경학회지
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• 제21권6호
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• pp.445-460
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• 2018

Exposure to indoor air pollution is an emerging world-wide problem, with growing evidence that it is a major cause of morbidity worldwide. Whilst most indoor air pollutants are of outdoor origin, these combine with a range of indoor sourced pollutants that may lead to high pollutant levels indoors. The pollutants of greatest concern are volatile organic compounds (VOCs) and particulate matter (PM), both of which are associated with a range of serious health problems. Whilst current buildings usually use ventilation with outdoor air to remove these pollutants, botanical systems are gaining recognition as an effective alternative. Whilst many years research has shown that traditional potted plants and their substrates are capable of removing VOCs effectively, they are inefficient at removing PM, and are limited in their pollutant removal rates by the need for pollutants to diffuse to the active pollutant removal components of these systems. Active botanical biofiltration, using green wall systems combined with mechanical fans to increase pollutant exposure to the plants and substrate, show greatly increased rates of pollutant removal for both VOCs, PM and also carbon dioxide ($CO_2$). A developing body of research indicates that these systems can outperform existing technologies for indoor air pollutant removal, although further research is required before their use will become widespread. Whilst it is known that plant species selection and substrate characteristics can affect the performance of active botanical systems, optimal characteristics are yet to be identified. Once this research has been completed, it is proposed that active botanical biofiltration will provide a cheap and low energy use alternative to mechanical ventilations systems for the maintenance of indoor environmental quality.

• 한국물환경학회지
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• 제27권2호
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• pp.228-234
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• 2011

The goal of water quality management on stream and watershed is to focus not on discharged loads management but on a water quality management. Discharged loads management is not goal of water quality management but way for perform with total maximum daily loads management. It is necessary to estimate the relation between non-point source with stromwater runoff (NPSSR) and water quality to select a watershed where it is required to manage NPSSR for water quality improvement. To evaluate the effects of NPSSR on stream's water quality, we compare the aspects of water quality in dry and wet seasons using flow duration curve analysis based on flow rate variation data by actual surveying. In this study we attempt to quantify the variation characteristic of water quality and estimate the Inflow characteristic of pollution source with water quality and flow rate monitoring on 10 watersheds. We try to estimate water quality and flow rate by regression analysis and try again regression analysis with each high and low water quality data more than estimations. An analysis of relation between water quality and flow rate of 10 watersheds shows that the water quality of the Nonsan and the Ganggyeong streams had been polluted by NPSSR pollutants. Other eight streams were important point source more than NPSSR. It is wide variation range of $BOD_5$ also high average concentration of $BOD_5$. We have to quantify water quality variation by cv1 in wet season and cv365 in dry season with comparing the estimate of high water quality and low water quality. This method can be used to indicator for water quality variation according to flow rate.

• 한국환경농학회지
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• 제19권3호
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• pp.252-258
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• 2000

SWMM and WASP5 were applied for pollutant loading estimate from watershed and reservoir water quality simulation, respectively, to predict estuarine reservoir water quality. Application of natural systems to improve estuarine reservoir water quality was reviewed, and its effect was predicted by WASP5. Study area was the Hwa-Ong reservoir in Hwasung-Gun, Kyonggi-Do. Procedures for estimation of pollutant loading from watershed and simulation of corresponding reservoir water quality were reviewed. In this study, SWMM was proved to be an appropriate watershed model to the nonurban area, and it could evaluate land use effects and many hydrological characteristics of catchment. WASP5 is a well known lake water quality model and its application to the estuarine reservoir was proved to be suitable. These models are both dynamic and the output of SWMM can be linked to the WASP5 with little effort, therefore, use of these models for reservoir water quality prediction in connection was appropriate. Further efforts to develop more logical and practical measures to predict reservoir water quality are necessary for proper management of estuarine reservoirs.

• 한국약용작물학회지
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• 제23권6호
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• pp.473-479
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• 2015

Background : To control ginseng gray mold, farmers have mainly used inorganic chemical based fungicides. The recent emergence of fungicide resistance has reduced the effectiveness of such control methods. Such pesticides also carry additional problems, such as diffuse pollution. Methods and Results : Six treatments of organic agricultural materials were tested for control of ginseng gray mold, CAPW (Chrysophanic acid + Phytoncide + Wood vinegar), EmEWV (Emodin + Ethanol + Wood vinegar), CEWV (Curcumin + Eugenol + Wood vinegar), Bacillus subtilis, soybean oil and sulfur. The control effect for gray mold by a single application of the agrochemical fungicide industrial Fenhexamid wettable powder (WP) was 84.4%. The control effect by CAPW, EmEWV and CEWV varied between 52.7 - 64.9%. The control effect by B. subtilis, soybean oil, and sulfur were 32.9 - 59.2%. Conclusions : In the field tests, CAPW showed the highest control effects when used before, and at first stage of disease incidence, against ginseng gray mold.

• 한국대기환경학회지
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• 제8권1호
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• pp.45-51
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• 1992

A study on acidity in fog, dew and frost was carried out. Samples were taken during May 1990-February 1991 at two sites in Chongwon, Choongbook. The acidity of dew and of fog collected from grass at site A was 4.89 and 5.46, respectively. Dew in summer showed very strong acidity. The volume of dew deposited on grass was much less than the volume of rain, but dew is effective to diffuse acid predursors and acid materials. Dew and fog can remove more effectively atmospheric acid materiasl deoposited on grass by diurnal turbulent motion rather than direct absorption of acid predursors and materials in the atmosphere. In a polluted area, acidic dew and fog can be occurred by the direct absorption and oxidation of acidic predursors in the atmosphere as well as the role of wet removal on grass surface. Acidity of frost collected on teflon surface showed little difference to acidity of dew and fog on teflon surface. This suggests a similar absorption mechanism of atmospheric precursors and materials into dew and frost in the atmosphere. Strong acidity in dew, fog and frost appeared to occur from local pollution sources of several ten kilometres. In particular, strong acidity in dew, fog, and frost together with acid rain can accelerate a damage in ecosystems. Discussion is made on scientific analyses and seasonal variations of acidity of fog, dew and frost. A mechanism on acidification of fog, dew and frost is also discussed.

• 대한환경공학회지
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• 제28권2호
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• pp.173-177
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• 2006

비점오염원에서 배출되는 농악은 부유물질과 흡착하여 퇴적되며 수체로 유출되어 공공 보건에 위해를 미친다. 본 연구에서는 0가 철이 퇴적물에 포함된 농약의 일종인 아트라진을 분해하는 속도를 구하고자 하였으며 이때 퇴적물의 완충능력을 모사하기 위하여 완충액을 첨가하여 pH를 중성으로 하였다. 아트라진의 초기농도를 10, 30, 50 mg/L로 할 때 아트라진의 감소는 가1차 반응을 따랐으며 반응속도상수 $K_{obs}$는 평균 $3.21{\times}10^{-2}/d$를 나타내었다.

• 한국물환경학회지
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• 제21권5호
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• pp.516-519
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• 2005

An useful protocol coiled load duration curve methodology to estimate contaminant loading to a river on an exceedance probability scale was developed in this research. The technique was further applied to estimate total coliform loading to the Geum River, using the daily mean flow rate and total coliform concentration data during January, 1996 and July, 2004 for the Gongju where an automated monitoring station is located. Drought flow of the Gongju (=50.3 cms) was equivalent to 40% on an exceedance probability scale. Load duration curve for total coliform loading at the Gongju was constructed. Standard duration curve was constructed with the water quality criteria for the class 2 (total coliform concentration = 1000 MPN/100 mL). By plotting load duration curve with standard duration curve, it could be revealed that water quality do not meet the desired water quality for 47% on an exceedance probability scale. If linearity between flow rate and coliform concentration is assumed, it can be interpretated that water quality exceeds desired criteria when average mean flow rate is over 51 cms.