• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.538-538
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• 2017

우리나라의 현행 수질오염총량제도에서 비점오염원에 대한 배출량은 배출원별로 유량조건에 따라 배출계수를 적용하여 산정하고 있으나, 강우 및 유역특성에 따라 크게 좌우되는 비점오염 배출특성을 반영하는 것에는 어려움이 있다. 한편, 역산모델링은 결과를 바탕으로 원인 값을 추정하는 방식으로 유량 및 수질측정결과, 점오염원 배출량 등 실측결과를 바탕으로 비점오염 배출량을 추정할 수 있다. 본 연구에서는 역산 모델링 기법을 이용하여 경안천 유역에서 배출되는 총인의 비점오염 배출량을 추정하고, 부하지속곡선을 통해 비점배출기준을 산정하고자 한다. 경안천 유역의 수질 및 유량측정자료, 하수처리장 현황, 오염원 자료 등을 수집하여, 점오염원 배출량을 추정하고 역산 모델링을 수행하였으며, 비점배출총량을 산정하였다. 본 연구의 결과는 현행 수질오염 총량제도의 배출계수에 대한 재검토와 향후 유량조건에 따른 차별적인 비점오염원 관리 필요성에 대한 기초자료로 활용될 수 있을 것으로 사료된다.

• Journal of Korean Society on Water Environment
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• v.27 no.4
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• pp.475-485
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• 2011

Lake Sihwa has a very unique watershed environment, surrounded by industrial, urban and rural catchment area with different land use. The first flush phenomenon was investigated in 3 catchment area. 4TG, representing the industrial area, shows rapid discharges of highly concentrated pollutants during the early stages of a storm and it is indicating a strong first flush effect. At AS, representing the urban area, the pollutant concentration reached its peak approximately 2~3 hours after the start of storm, which is a strong first flush effect did not appear. JJB and MS represent the rural areas, the PEMC analysis results suggest that highly concentrated pollutants were discharged during the middle and latter stages of a storm, instead of early pollutant runoff due to the effects of rainwater runoff.

• Proceedings of the KIPE Conference
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• 1998.10a
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• pp.701-708
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• 1998

This paper presents a novel non-resonant PWM DC-DC converter for X-ray high-voltage power generator using the parasitic impedances of the high-voltage high-frequency link transformer with its output high-voltage control scheme and steady-state characteristics compared to the conventional series-parallel resonant DC-DC converter. The key point of this approach is to evaluate effectiveness of reduction of the turn ratio of the high-voltage high-frequency transformer on improvements in power conversion efficiency and the power factor applying a boost AC-DC converter as DC voltage source, especially in the long exposure term and light output load ranges.

• Journal of Environmental Impact Assessment
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• v.17 no.3
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• pp.189-200
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• 2008

As a transition zone between terrestrial and aquatic ecosystems, riparian areas of rivers and streams play significant roles in production and decomposition for river and stream systems. Understanding of the physical and ecological characteristics of riparian areas are, therefore, important for the management of river and stream systems. It is especially important to understand the characteristics of riparian areas for the Nakdong River in Korea which has a large watershed area and diverse land uses. This study aimed at collecting field data, according to stream types, which are essential for the management of riparian areas of the middle and lower reaches of the Nakdong River, Korea. Most riparian areas surveyed in this study had roads within 100 meters from river edges. Distances from water edge to banks were less than 1m for most riparian areas neighboring agricultural lands, indicating that those areas might be very vulnerable to pollutant inputs from non-point sources. Water quality data indicated that soil erosion in the riparian areas could be a major source of phosphorus input to the Nakdong River and land use patters might have a significant influence on nitrogen concentration in the river. Heavy metal concentrations in soils of the riparian areas of the river were below soil quality standards, except arsenic and chromium. Vegetation surveys showed that therophytes were the most frequently occurred riparian plants in the Nakdong River. Number of aquatic plant species increased downstream, with the most diverse aquatic plants observed in wetlands and irrigation canals of the West Nakdong River. Occurrence rate of naturalized plants and urbanization index were high in the survey sites adjacent to urban and agricultural areas.

• Journal of The Korean Society of Agricultural Engineers
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• v.48 no.6
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• pp.89-100
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• 2006

In order to estimate delivered nutrients load from non-point sources in the Gap stream watershed in Daejeon, a distributed watershed model SWAT2000 was used so that it could predict the impact of land management practices on water, sediments and chemicals yields in large complex watersheds with varing soils, land uses and management condition over long period of time. The SWAT2000 was applied to the Daejeon (Indong), Yudeung (Boksu) and Gap (Hoeduck) streams for TMDL (Total Maximum Daily Load) of nutrients. The observed water quality and streamflow data of the year of 2002 and 2003 were used for calibration, and those of the year 2004 and 2005 were used for validation. Simulated results were evaluated by Estimation Efficiency Analysis (COE), Regression Analysis $(R^2)$ and Relative Error (R.E.) for the nutrients amounts on the monthly and yearly basis by comparing observed load with estimated load obtained by using SWAT2000 simulations. The COE value fur T-N was ranged from 0.59 to 0.78, $R^2$ values for T-N ranged from 0.65 to 0.84, and R.E values fur T-N load ranged from 4% to 20%. COE value far T-N was ranged from 0.59 to 0.73, $R^2$ values for T-P ranged from 0.67 to 0.82, and R.E values for T-P load ranged from 3% to 25%. Estimated results of SWAT2000 simulation for 3 sites (Indong, Boksu, Hoedeok) were reasonably satisfactory. This study indicated that SWAT2000 model could be applicable to estimate the nutrients load from the Gap stream watershed in Korea.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.2056-2060
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• 2008

도시하천의 오염원은 점오염원과 비점오염원으로 분류되어 점오염원은 하천유입 전에 차집하여 하수처리장에서 처리하는 체계가 갖추어져 있으나 전체 오염부하량의 $30%{\sim}40%$ (BOD기준)로 추정되는 비점오염원은 차집되거나 처리되지 않고 그대로 하천에 유입되고 있는 실정이다. 비점오염원은 불특정 오염원으로서 지표의 오염물질이나 합류식 하수관거의 하수가 강우에 의해 발생한 유출과 함께 하천으로 유입(CSOs)되어 우천 시에 하천을 오염시키는 가장 큰 원인이 되고 있으므로 이의 저감하기 위한 효과적인 비점오염원 관리방안이 요구된다. 본 연구에서는 대상유역인 부산광역시에 위치한 온천천 유역을 주요토구별 43개 유역으로 구분하여 SWMM(Storm Water Management Model)을 구축하였고 개별 토구에 Divider를 설치하여 일정 차집량을 초과하는 유량은 처리장으로 유입되는 것으로 모의하였다. 장치형 처리시설은 농도에 따라 일정효율을 가지고 처리시설의 임계유량을 초과하는 경우는 미처리되어 방류되는 것으로 가정하였으며 처리장으로 차집된 유량도 처리장의 시간최대 유량을 초과하는 유량은 간이처리 후 방류되는 것으로 가정하여 시나리오에 따라 모의하였다. 각 토구별로 처리시설을 설치한 경우의 처리효율과 차집비율을 증가시켜 처리장에서 일괄처리하는 경우의 처리효율을 차집비율별로 검토하여 최적의 차집비율을 검토하였다. 또한 오염원 관리측면의 면적당 축적부하량 저감과 발생량 관리측면의 토구의 차집비율 증가 및 토구에 대한 처리시설 설치비율에 따른 효율을 검토하여 처리효율, 오염원 저감 및 차집비율에 대한 상관관계를 도출하였다.

• Journal of Wetlands Research
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• v.14 no.4
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• pp.657-665
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• 2012

The development projects distort the natural water circulation system and increase the non-point source pollution by changing the natural cover type. The low impact development (LID) techniques are considering as new development approach to decrease the ecological- and hydrological impacts from high imperviousness rate. The high imperviousness rate is because of the construction of building, parking lot and road for human activities. Knowing the basic characteristics of rood runoff can give the direction for setting up the water management strategy. The monitoring results show the pollutant EMCs of roof runoff are 3~13 times lower than EMCs of the road and parking lot. The pollutant sources from roof runoff are mainly from leafs, cigarette butts, atmospheric deposition and materials of the roof. The EMC is occurred around 15minutes later after starting runoff and more than 8 storm events are needed to have the average EMCs.

• Journal of Soil and Groundwater Environment
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• v.10 no.3
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• pp.46-51
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• 2005

This study was to evaluate sorption and biodegradation rate affecting the natural dissipation of chlorinated volatile organic compounds (CVOCs) in surface soil. To show the effect of sorption and biodegradation on the natural dissipation of 1,1,1-trichloroethane (TCA), trichloroethylene (TCE) and tetrachloroethylene (PCE), three types of vial experiments were employed; (1) sterilized, (2) non-sterilized, (3) non-sterilized/substrate enriched. Also three moisture contents was applied to find the moisture effect in each vial; (1) wilting point (12%, w/w), (2) field capacity (29%, w/w), (3) saturation (48%, w/w). The results suggested that keeping the soil moisture content at field capacity was desirable for TCA and TCE natural dissipation in the vial study.

• Journal of Wetlands Research
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• v.12 no.3
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• pp.165-175
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• 2010

Recently, various development projects have occurred due to rapid industrialization and urbanization. Both industry and population grew rapidly which causes a corresponding rise in pollution. The accumulated pollutants are washed-off during rainy days, highly degrading the water quality of the receiving water body. This is because a lot of non point source (NPS) pollutants were accumulated on the surface during dry periods. This research focuses on the development of Eco-Bio Filter (EBF) system that treats NPS pollutants. It is constructed at Kongju National University campus. The EBF is a type of a structured infiltration system that falls under the category of Low Impact Development (LID) hydrologic design practices. The monitoring of rain events was performed. It includes the development of design, the lessons learned from the post-construction testing and the improvements in the renovation made. After a series of monitoring, the MOE will use the results to apply the design to other areas in the country.

• KIEAE Journal
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• v.12 no.3
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• pp.33-40
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• 2012

Since 2000 country region developmental policy has been to integrate not only the improvement of physical living environment but also various subjects on ecology, environment, scenery, local culture, and green tourism. This study has recently established a decentralized Rainwater Management plan in order to provide an hydrology cycle system to the eco-village being planned by Seocheon-gun as a part of the garden village development business promoted by the ministry of agriculture and forestry. Hydraulic conductivity of the subject area is measured at $10^{-7}{\sim}10^{-10}m/sec$, and a flowerbed-type rainwater Infiltration system capable of controlling a non-point pollution source that stems from the development-caused impermeable surface has been applied. In the case of rainwater flowing out from the main entrance way and parking lot within the complex being treated in the flowerbed-type rainwater infiltration system, natural purification effects via soil and plants as well as natural water cycling effects through evaportranspiration and infiltration are expected. The significance of this study, compared to conventional decentralized rainwater management being applied limited to the urban areas, is that it offers appropriate rainwater management planning based on the analysis of the current situation of the subject area. Decentralized Rainwater Management is a valuable measure both economically and ecologically that reduces the burdens on local underground water cultivation as well as rain water pipe lines or purification systems, and sewage pipes.