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비점오염원은 불특정 장소에서 빗물과 함께 오염원이 배출되며, 배출 지점에 대한 경로 파악이 어려울 뿐만 아니라 관리 주체도 명확하지 않아 시설 중심의 구조적인 방식으로는 관리에 한계가 있다. 또한 비점오염원의 특성상 넓은 범위에서 동시다발적으로 발생하기 때문에 오염 발생 원인 이 다양하며, 강우 등 자연적 요인에 따라 오염물질이 지속적으로 배출되어 축적되는 경우가 대 부분이어서 발생에 대한 예측이 어려워 특정 원인 해결만으로는 비점오염원 배출부하량을 줄이는 것에 한계가 많다. 특히 농촌 지역은 광범위한 농경지에서 비점오염물질이 동시다발적으로 발생 하기 때문에 사전 관리의 측면에서 영농기법 전환과 농민들의 실천을 유도할 수 있는 관련 홍보 및 교육, 주민참여 거버넌스 구축 및 운영을 통해 비점오염원을 관리해야 할 필요가 있다. 새만금 유역의 농촌비점오염원에 대한 로컬거버넌스적 관리 사례분석을 통해서 행정단 위(정부, 행정), 참여단위(주민, NGO), 중간지원조직을 통한 다양한 협력적 네트워크 구 축이 필요하여, 상호 협력 파트너십을 기반으로 실천하고 관리할 수 있는 체계가 마련되 는 것이 중요함을 파악하였다. 행정단위는 거버넌스에 대한 이해를 통해 농촌비점오염원 이 거버넌스적 관점에서 관리되어야 함을 인식하고, 거버넌스가 안정적으로 구축․운영될 수 있도록 제도적․행정적으로 지원할 수 있는 기틀을 마련해 주어야 한다. 참여단위는 다양한 교육 및 홍보, 실천활동 등에 적극적으로 참여하여 문제 해결이 될 수 있는 여건 을 마을 안에서 지속적으로 만들어 가야 한다. 중간지원조직은 농촌비점오염원 관리를 위 한 지역의 특성을 이해하고 현장 상황에 맞도록 관리 방안을 마련할 수 있는 역량을 갖추 고 있어야 한다. 또한 농촌비점오염원에 대한 전문지식, 참여 주체 간의 지속적인 소통 능 력 및 갈등 관리 능력이 필요하며, 가장 중요한 행정단위와 참여단위 등 참여 주체 간의 신뢰가 형성될 수 있도록 노력하여야 한다.

Non-point sources pollution are discharged together with rainwater from unspecified places, and it is difficult to understand the route to the discharge point and the management subject is not clear, so there is a limit to management in a facility-centered structural way. In addition, due to the nature of non-point sources pollution, they occur simultaneously in a wide range, so the causes of pollution are diverse. There are many limitations in reducing the emission load of non-point source pollutants alone. In particular, in rural areas, since non-point pollutants are generated simultaneously in a wide range of agricultural land, non-point pollutants are generated through related publicity and education and resident participation governance establishment and operation that can induce conversion of farming techniques and farmers' practice in terms of pre-management needs to be managed. Through local governance case analysis of rural non-point sources pollution in the Saemangeum basin, it is necessary to establish various cooperative networks through administrative units (government, administration), participating units (residents, NGOs), and intermediary organizations. It is understood that it is important to have a system that can be practiced and managed based on this. Administrative units should recognize that non-point sources pollution in rural areas should be managed from a governance perspective through an understanding of governance, and provide a framework for institutional and administrative support so that governance can be established and operated stably. Participating units must actively participate in various education, public relations, and practical activities to continuously create conditions in the village where problems can be resolved. Intermediary organizations should have the ability to understand regional characteristics for managing non-point sources pollution in rural areas and to prepare management plans to suit the site situation. In addition, expertise in rural non-point sources pollution, continuous communication skills between participating actors, and conflict management skills are required, and efforts should be made to build trust between participating actors, including the most important administrative unit and participating unit.

The LRA(Logistic Regression Analysis) conducts a quantitative analysis by collecting a lot of samples and the AHP(Analytic Hierarchy Program) makes use of expert decision influenced by subjective judgment to a certain degree. This study is to suggest a combination method in mapping landslide hazard by giving equal weight for the result of LRA and AHP. Topographic factors(slope, aspect, elevation), soil dram, soil depth and land use were adopted to classify landslide hazard areas. The three methods(LRA, AHP, the combined approach) was applied to a $520km^2$ region located in the middle of South Korea which have occurred 39 landslides during 1999 and 2003. The suggested method showed 58.9% matching rate for the real landslide sites comparing with the classified areas of high-risk landslide While LRA and AHP Showed 46.1% and 48.7% matching rates respectively. Further studies are recommended to find the optimal combining weight of LRA and AHP with more landslide data.

본 연구에서는 대기 중 미세먼지 고농도 현상 발생 시 시행되는 미세먼지 비상저감조치 방안 중 고정오염원에 대한 사업장 감시· 점검 분야에서 활용할 수 있는 대기질 모니터링 및 오염원 추정에 대한 감시기법으로 2018년에 발생한 미세먼지 비상저감조치 시 경 기도에 위치한 도심 산단에서 활용되었던 사례를 바탕으로 연구를 진행하였다. 본 연구에서 활용한 최신기법은 대기오염물질 측정용 드론과 실시간 이동형 감시시스템을 이용하였으며, 미세먼지 고농도 현상 발생 시 도심 산단에 위치한 수많은 사업장 중에서 고농도 배출 의심 사업장을 추정하여 선정(List-up) 하는 것에 의의를 가진다. 실시간 이동형 감시시스템으로는 도심 산단의 부지경계를 측 정·탐색한 후 구역을 구분하고 의심 사업장의 후보군을 선정하였고, 드론은 의심 사업장의 후보군에 속한 사업장 상공을 실시간으로 측정하고 고농도 사업장 2곳에 대하여 시료를 포집하는 역할을 수행하였으며, 또한, 드론으로 포집한 시료를 실시간 이동형 감시시 스템을 이용하여 분석한 결과로 최종 의심 사업장을 추정하였다. 최종 선정된 의심 사업장 측정 결과 톨루엔(Toluene) 농도가 최대 약 2,560 ppb까지 나타났고, 디클로로메탄(Dichloromethane)은 최대 약 170 ppb, 메탄올(Methanol)은 최대 90 ppb로 나타나 대기오 염물질 고농도 배출이 의심되는 부분을 확인하였다. 본 연구에서는 대기질 측정에 소요되는 시간과 노동력이 많이 필요한 기존의 감 시체계를 보완하여 미세먼지 비상저감조치 시 신속·정확하게 대응할 수 있는 감시기법을 제시하였다. 이는 미세먼지 고농도 현상 발 생 시 도심 산단 지역의 대기질 감시 모니터링에 활용될 수 있을 것으로 사료된다.

In this study, we conducted a case study on the selection process of suspected pollutant emission sites in urban industrial complexes and the concentration characteristics of pollutants using drones for measuring air pollutants and air quality real-time mobile monitoring system when high concentration of fine dust occurs. The study was conducted based on the case that was used in the industrial complex located in Gyeonggi-do during the actual emergency reduction that occurred in 2018. The area showing high concentration phenomenon inside the industrial complex was identified using drone and real-time mobile monitoring system, and the detailed measurement was carried out in the divided area and the workplaces were selected first. The industrial complex suspected of pollutant emission was mainly textile dyeing industry, and the industrial complex was mixed with residential area, and the site where the complaints of the residents occurred, and the Y business site located in the B area with the highest concentration was selected as the site of the suspicion of pollutant emission. The final result of the emission doubt workplace measurement showed that the concentration of toluene was up to about 2,560 ppb, dichloromethane was up to about 170 ppb, and methanol was up to 90 ppb, confirming the suspected emission of air pollutants. The results of this study can not investigate all air sources when high concentration of air quality occurs, so it can be used to select the workplace to be inspected in industrial areas or to identify the characteristics of air quality concentration in industrial areas in time and space rather than to measure the exact concentration or exceeding the clear emission allowance standard.

AGNPS model is applied in this study to analyze the changes of non-point source pollutant according to AMC condition using probable rainfall. Probable rainfall of H-dam area by Gumber's extreme value distribution is computed through frequency analysis for each return period. 35 coarse grids are subdivided into 134 find grids of finite differential network to analyze peak flow soil loss quantity and nutrients of study area and the modified CN estimation equation shows good result about rainfall events-peak flow relationship. And as the consequence of estimation of soil loss quantity for each rainfall event soil loss quantity shows 120%-170% of actual soil loss quantity Regression analysis for the observed and calculated values of flow T-P AMC has an important effect on nutrients concentration of outflow and it if found that the excessive fertilization under AMC III condition may cause eutrophication by nutrients because the range of increase of outflow concentration appears relatively high.

철도 교량과 같은 콘크리트 포장 구조물은 불투수성이 높아, 강우 시 건기 동안 축적된 비점오염물질이 단시간 내 대량 유출되는 특성을 가진다. 특히 철도 인프라에서는 이러한 유출수가 적절히 처리되지 않을 경우, 인근 수계로 직접 유입되어 수질 오염을 유발할 수 있다. 그럼에도 불구하고 철도 교량을 대상으로 한 비점오염 저감시설의 성능 분석 연구는 미흡한 실정이다. 본 연구는 수도권 내 철도(지하철) 교량을 대상으로, 초기우수처리시설을 통한 오염물질 저감 효과를 정량적으로 평가하고자 수행되었다. 총 3회의 강우사상에 대해 유입수와 유출수의 유량가중평균농도(EMC)를 산정하고, BOD, COD, TOC, TSS, TN, TP 항목의 처리효율을 분석하였다. 그 결과 COD와 TP는 최대 100%, BOD와 TOC는 각각 최대 64.8%, 71.0%의 처리효율을 나타냈으며, TSS는 최소 10.4%로 편차가 크게 나타났다. 본 연구는 철도 교량에서의 비점오염 저감시설 설치 필요성을 실증적으로 제시하며, 향후 관련 정책 수립 및 지속적인 성능 모니터링의 기반자료로 활용될 수 있다.

Concrete-paved railway bridges exhibit high imperviousness, causing the rapid discharge of accumulated non-point source pollutants during rainfall events. Without proper treatment, these pollutants are often directly discharged into nearby water bodies, raising concerns about water quality degradation. Despite this, few studies have assessed the pollutant removal performance of treatment facilities installed at railway infrastructure. This study aims to quantitatively evaluate the removal efficiency of non-point source pollutants using BMP(Best management Practice) facility installed at a subway bridge in the metropolitan area. Three rainfall events were monitored to calculate the event mean concentration (EMC) of influent and effluent, focusing on BOD, COD, TOC, TSS, TN, and TP. The results showed removal efficiencies up to 100% for COD and TP, and up to 64.8% and 71.0% for BOD and TOC, respectively. However, TSS exhibited a wide range of removal efficiencies, from 10.4% to 57.8%, indicating the facility has sensitivity to rainfall characteristics. This study provides empirical evidence supporting the need for runoff treatment systems at railway bridges and offers foundational data for future policy development and long-term performance monitoring.

이 연구에서는 서낙동강을 구성하는 소유역 중 대지면적 비율이 크고 인구밀도가 높은 해반천 유역의 유출 및 수질을 모의하기 위한 HSPF(Hydrological Simulation Program-FORTRAN)모형을 개발하였다. 유역에서 발생하는 비점오 염 부하량을 관리하기 위한 세 가지 시나리오가 개발되어 모형에 적용되었고, 오염부하량의 감소와 부하지속곡선에 대비한 수질 기준 초과율이 분석되었다. 시나리오는 비점오염의 발생을 줄이기 위한 도로 청소, 다양한 저영향 개발 기법을 고려한 유출 저감 조치, 그리고 강으로 들어가는 비점오염원을 완화하기 위한 유입 저감 조치로 구성되었다. 첫 번째 시나리오에서는 김해시의 도로 청소 차량 수와 같은 실제 조건이 고려되었으며, 두 번째와 세 번째 시나리오 에서는 적용 가능한 토지 이용별 면적의 50%에 저영향 개발 기법을 적용하는 것으로 적용되었다. 모든 세 가지 조치 를 적용한 결과, BOD 오염 물질 부하가 58.28%, T-N은 58.49%, T-P는 51.56% 감소할 수 있는 것으로 도출되었 다. 또한, 5년간 누적된 수질 측정의 60번째 백분위수를 목표 수질로 설정하고 구축된 유량지속곡선에 의한 초과율 분석 결과, 결과적으로, BOD의 경우 조치 적용 전 41.57%의 초과율이 조치 후 16.32%로 감소하여, 초과율이 25.25% 감소하였다. T-N의 경우 조치 전 40.31%에서 조치 후 22.84%로, T-P의 경우 62.43%에서 27.22%로 감소 하였다.

In this study, a HSPF model was developed to simulate runoff and water quality in the Haebancheon watershed, which has a high land area ratio and population density among the West Nakdong River watersheds. Various non-point source pollution control strategies were applied, and the reduction in pollutant loads and the exceedance rate of water quality standards were analyzed. The scenarios included basic road cleaning for reducing pollutant loads, runoff reduction measures considering extensive low-impact development techniques, and inflow reduction measures to mitigate non-point source pollution entering the river. In the first step, practical conditions such as the number of vehicles for road cleaning in Kimhae City were considered, while for the second and third steps, it was assumed that 50% of the applicable land use area was used to be applicable for the LID techniques. As a result of applying all three measures, it was analyzed that the BOD pollutant load could be reduced by 58.28%, T-N by 58.49%, and T-P by 51.56%. Furthermore, the 60th percentile of water quality measurements accumulated over 5 years was set as the target water quality, and a flow-duration curve was constructed. The exceedance rate of the flow-duration curve before and after applying non-point source pollution reduction measures was analyzed. As a result, for BOD, the exceedance rate decreased from 41.57% before applying the measures to 16.32% after, showing a 25.25% reduction in the exceedance rate. For T-N, the exceedance rate decreased significantly from 40.31% before the measures to 22.84% after, and for T-P, it decreased significantly from 62.43% to 27.22%.

This study evaluated the effectiveness of non-point source pollution management projects and the changes in residents' awareness and capabilities through community-led turbidity monitoring activities. By voluntarily measuring turbidity and monitoring environmental changes, residents were able to complement data collection during periods that are difficult for experts to access. The process significantly improved residents' awareness of water quality improvement and their understanding and practical capabilities regarding non-point source pollution reduction activities. The findings identified key challenges, including the difficulty of changing traditional agricultural practices and a lack of understanding of non-point source pollution reduction measures, highlighting the need for ongoing education and expanded participation programs. Residents showed a strong preference for non-structural Best Management Practices (BMPs), emphasizing the need for support to promote these methods. Despite limitations such as the difficulty of data collection due to regional climate and topographical characteristics and the constraints of short-term research, this study suggests that community-driven non-point source pollution management can contribute to environmental improvement and enhance residents' awareness. It is essential to expand this model to more regions, enabling residents to participate voluntarily in environmental protection and establish sustainable management systems.

South Korea's agricultural nitrogen balance and phosphorus balance rank first and second, respectively, among OECD countries, and proper nutrient management is required to preserve the water quality of rivers and lakes. This study evaluates the effects of furrow mulching on the reduction of non-point source pollution (NPS) load from a sloped upland. The study site was Wanju-gun, Jeollabuk-do, and the survey period was from 2018 to 2019. The slope of the testbed was 13%, and the soil type was sandy loam. The cropping system consisted of maize-autumn Chinese cabbage rotation. The testbed was composed of bare soil (bare), control (Cont.), furrow vegetation mulching (FVM), and furrow nonwoven fabric mulching (FFM) plots. Runoff was collected for each rainfall event with a 1/100 sampler, and the NPS load was calculated by measuring the concentrations of SS, T-N, and T-P. The NPS load was then analyzed for the entire monitoring and crop cultivation periods. During the monitoring period, the effect of reducing the NPS load was 1.5%~44.5% for FVM and 13.1%~55.2% for FFM. During the crop cultivation period, it was 1.2%~80.5% for FVM and 27.0%~65.1% for FFM, indicating that FFM was more effective than FVM. As the NPS load was fairly high during the crop conversion period, an appropriate management method needs to be implemented during this period.

본 연구는 VFSMOD-w 모형을 이용하여 비점오염물의 관리를 위한 식생대 설치 시 파종 식물의 종류, 식생대의 길이, 강우 조건이 저감 효율에 미치는 영향을 살펴보는 것을 목적으로 수행되었다. 연구를 위한 대상 지역으로 청미천 유역 내 원부교 부근의 나지를 선정하였다. 수정된 Manning의 조도계수가 동일한 값을 가지는 식물체의 경우 토사 저감 효율이 동일하게 계산되는 결과가 도출되었고, 식생대의 길이 및 식물체의 파종 간격이 토사 저감 효율에 가장 지배적인 영향을 미치는 것이 확인되었다. 동일한 강우 조건에서 식생대의 길이가 약 2배 증가할 때 토사 저감 효율이 많은 차이를 나타내지 않았다. 이러한 결과는 식생대의 길이가 증가할수록 토사 저감 효율이 증가하나, 특정 길이 이상일 경우 대부분의 토사가 포착되는 것을 의미한다. 따라서 식생대의 설치는 식생대 설치지역의 강우 특성을 고려하여 적절한 식물체의 파종 간격 및 식생대 길이를 결정지어야 한다고 판단된다.

This study aims to investigate the effect of vegetation type, length of vegetative filter strip, and rainfall on trapping efficiency of the non-point source water pollution. Numerical experiments are carried out using VFSMOD-w. It is known from this study that the vegetation having the same value of revised Manning roughness coefficient shows the similar trapping efficiency in VFSMOD-w. When the length of vegetative filter strip increases twice, the trapping efficiency increases negligibly small under the same condition of rainfall. From this finding, it is also known that most of sediment are removed within a certain length of vegetative filter strips. It is concluded that the installation of vegetative filter strip is determined under the consideration of the rainfall characteristics, space of vegetation, and length of vegetative filter strip.

Vulnerable areas by non-point source pollution and prioritizing control areas were researched using hydrological and geomorphological data, non-point source loads, and water quality data. Using overlay analysis, vulnerable areas were graded with various scenarios. Vulnerable areas were selected near the metro city with impermeable landuse because non-point source loads and water quality data had influence on overlay analysis to rank vulnerable area. Analysis scenarios and weighted values can be changed under regional characteristics and given conditions.

As an useful water purification system for non-point source pollution in rural watersheds, interests in constructed wetlands are growing at home and abroad. It is well known that constructed wetlands are easily installed, no special managemental needs, and more flexible at fluctuating influent loads. They have a capacity for purification against nutrient materials such as phosphorus and nitrogen causing eutrophication of lentic water bodies. The Constructed Wetland Design Model (CWDM), developed through this study is consisted mainly of Database System, Runoff-discharge Prediction Submodel, Water Quality Prediction Submodel, and Area Assessment Submodel. The Database System includes data of watershed, discharge, water quality, pollution source, and design factors for the constructed wetland. It supplies data when predicting water quality and calculating the required areas of constructed wetlands. For the assessment of design flow, the GWLF (Generalized Watershed Loading Function) is used, and for water quality prediction in streams estimating influent pollutant load, Water Quality Prediction Submodel, that is a submodel of DSS-WQMRA model developed by previous works is amended. The calculation of the required areas of constructed wetlands is achieved using effluent target concentrations and area calculation equations that developed from the monitoring results in the United States. The CWDM is applied to Bokha watershed to appraise its application by assessing design flow and predicting water quality. Its application is performed through two calculations: one is to achieve each target effluent concentrations of BOD, SS, T-N and T-P, the other is to achieve overall target effluent concentrations. To prove the validity of the model, a comparison of unit removal rates between the calculated one from this study and the monitoring result from existing wetlands in Korea, Japan and United States was made. As a result, the CWDM could be very useful design tool for the constructed wetland in rural watersheds and for the non-point source pollution management.

As a result of climate change, non-point source pollution (NPS) from farmland with the steep slope during the rainy season is expected to have a significant impact on the water system. This study aimed to evaluate the effect of furrow mulching using alfalfa and PAM (Polyacrylamide) materials for each rainfall event, while considering the load characteristics of NPS. The study was conducted in Wanju-gun, Jeollabuk-do, in 2022, with a testbed that had a slope of 13%, sandy loam soil, and maize crops. The testbed was composed of four plots: bare soil (Bare), No mulching (Cont.), Vegetation mulching (VM), and PAM mulching (PM). Runoff was collected from each rainfall event using a 1/40 sampler and the NPS load was calculated by measuring the concentrations of SS, T-N, T-P, and TOC. During farming season, the reduction efficiency of NPS load was 37.1~59.5% for VM and 38.2~75.7% for PM. The analysis found that VM had a linear regression correlation (R²=0.28~0.86, P-value=0.01~0.1) with elapsed time of application, while PM had a quadratic regression correlation (R²=0.35~0.80, P-value=0.1). These results suggest that the selection of furrow mulch materials and the appropriate application method play a crucial role in reducing non-point pollution in farmland. Therefore, further studies on the time-series reduction effect based on the application method are recommended to develop more effective preemptive reduction technologies.

Field study was carried out to assess the effect of automatic inlet and filtration outlet to reduce non-point source discharge and save agricultural irrigation water from paddy. The comparison of control and treated plots showed that irrigation water was saved up to 58 mm and discharge water was reduced up to 110 mm. The filtration outlet improved the discharge water quality for SS, COD, TN and TP up to 60.1 %, 0.1 %, 4.5 %, and 26.0 %, respectively. Overall, the findings of this study indicated that non-point source pollution discharged from paddy fields where automatic inlet and filtration outlet were installed could be reduced 266.3 kg/ha/yr in SS, 10.3 kg/ha/yr in COD, 1.22 kg/ha/yr in TN, and 0.10 kg/ha/yr in TP, respectively. This clearly showed that the automatic inlet and filtration outlet are effective management method for saving of agricultural water and protecting water environment.

In recent years, pollution load calculation has become a topic for research that resulted in the development of numerous GIS modeling methods. The existing pollution method for nonpoint source (NPS) can not be indentified and calculated the amount of the pollution precisely. This research shows that the association of typical pollutant concentrations with land uses in a watershed can provide a reasonably accurate characterization of nonpoint source pollution in the watershed using Expected Mean Concentrations (EMC). The GIS based pollution assessment method is performed for three pollutant constituents: BOD, TN, and TP. First, the runoff grid by means of the precipitation grid and runoff coefficient is estimated. Then, the NPS pollution loads are calculated by grid based method. Finally, the final outputs are evaluated by statistical technique. The results illustrate the merits of the approach. This model verified that GIS based method of estimating spatially distributed NPS pollution loads can lead to more accurate representation of the real world.

This study is to test the applicability of QuickBird image for non-point source pollution assessment. SWAT (Soil and Water Assessment Tool) model was adopted and the model was calibrated for a stream watershed of 255.4 $km^2$ Landsat land use data. For model application with QuickBird image, a precise agricultural land use map of 1.16 $km^2$ area located in the upstream watershed was produced by field investigation. The model was run with the combination of land use and soil map scales (1:5,000, 1:25,000 and 1:50,000). The results were compared and analyzed for the contribution of non-point source pollution by the land use scale and contents.

본 연구의 목적은 대표적 점오염원인 석탄화력발전소의 대기오염방지시설을 개선했을 때 최대 착지 농도 및 주변지역의 대기오염도 변화를 파악하는데 있다. 대기오염방지시설 개선 전 후의 대기질을 예측 비교하여 시설의 개선 효과가 어느 정도인지를 분석하였다. 대기질 예측에는 바람장의 변화를 Puff의 이동으로 나타낼 수 있고, 비정상 상태를 구현 할 수 있는 대기오염확산모델인 CALPUFF 모델을 이용하였다. 화력발전소의 주요 대기오염배출 물질인 아황산가스($SO_2$), 이산화질소($NO_2$), 먼지($PM_{10}$) 항목을 예측 항목으로 선정하였다. 연구결과 $SO_2$, $NO_2$ 항목은 대기오염방지시설 개선으로 인하여 최대 착지지점 및 주변지역의 대기질 오염도 감소에 상당히 효과가 있는 것으로 분석되었다. $PM_{10}$ 항목의 경우에는 최대 착지지점에서는 오염도 감소 효과가 높으나, 석탄 화력발전소 주변지역의 대기오염도 감소 효과는 다소 낮게 분석되었다.

The object of this study is to identify changes in air pollution in the maximum ground level concentration and the surrounding area when air pollution control facilities are improved in the thermal power plants. The effects of improved facilities are analyzed by comparing air quality after applying improved air pollution control facilities. For prediction of air quality, the change of wind field can be represented with movement of Puff and CALPUFF Model, air pollution diffusion models which can implement abnormal conditions. Major air pollutants of thermal power plants such as $SO_2$, $NO_2$, and $PM_{10}$ are selected as prediction items. That results show that improvement of air pollution control facilities is significantly effective in reduction of air pollution of $SO_2$ and $NO_2$ in the maximum ground level concentration and areas around of thermal power plants. In the case of $PM_{10}$, it is found that the effect of reduction in pollution is high in the maximum ground level concentration, but the effect of reduction in air pollution is somewhat low in the area around of the thermal power plant.

강우시 농경지와 축산시설로부터 유출되는 비점오염물질은 하류 수계의 수질과 수생태계에 악영향을 미친다. 이에 따라 환경부에서는 비점오염원관리지역을 지정하고 다양한 비점오염 저감 대책을 시행하고 있다. 본 연구에서는 비점오염원관리지역으로 지정된 안동댐 하류 중 송야천 유역을 대상으로 강우유출수 모니터링을 수행하였으며, 모니터링 결과를 바탕으로 강우시 비점오염물질 유출 특성을 분석하였다. 모니터링 기간은 2020년 6월부터 11월까지 총 5회의 강우사상에 대하여 상·하류와 유입하천을 포함한 총 8개의 모니터링 지점을 대상으로 강우사상별 유량가중평균농도(Event Mean Concentration, EMC), 오염부하, 단위면적당 오염부하를 산정하였으며, 오염원 그룹별 비점배출부하를 산정하여 오염 기여도를 분석하였다. 강우유출수 조사결과를 이용한 EMC 농도 산정 결과 유입하천인 오산천 지점이 SS와 TOC 항목을 제외한 모든 수질항목의 EMC 농도가 가장 큰 것으로 나타났다. 단위면적당 오염부하를 산정하여 비교 분석한 결과 T-P 항목의 단위면적당 오염부하는 물한천 지점(0.69 kg/ha)과 오산천 지점(0.69 kg/ha)이 크게 나타났다. 결과와 같이 오산천 지점과 물한천 지점이 오염정도가 큰 것으로 나타났으며, 이에 따른 상류 오염원 현장 정밀조사를 수행하였다. 조사 결과 강우발생시 상류에 위치한 농경지와 축사에서 발생하는 오염원이 하천으로 유입되고 있었으며, 여러 축사에서 배출되고 있는 유입수를 채취하여 분석한 결과 T-P 농도가 평균 0.935 mg/L로 높게 나타났다. 전국오염원조사자료(국립환경과학원, 2017) 내용을 참조하여 송야천 유역의 오염원 그룹별 비점배출부하를 산정해 오염 기여도를 분석한 결과, T-P 항목의 경우 축산계와 토지계의 비점배출부하가 전체 비점배출부하의 약 63%와 37%를 차지해 비점배출부하 기여도가 큰 것으로 나타났다. 이와 같이 송야천 유역의 경우 강우시 농경지와 축산시설에서 배출되는 오염물질이 하천 수질오염에 상당한 기여를 하고 있는 것으로 보여지며, 비점오염원 발생에 대한 대책 마련이 필요할 것으로 사료된다. 본 연구 결과는 송야천 유역의 비점오염 저감 대책 수립을 위한 기초자료로 활용할 수 있을 것으로 판단된다.

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.

This study was performed to analyze the effects of a water circulation green area plan on non-point source pollution in Gimhae South Korea. A quantitative analysis of Arc-GIS data was conducted by applying a watershed model based on Fortran to investigate the changes to direct runoff and pollution load. Results showed that prior to the implementation of the water circulation green area plan in Gimhae, direct runoff was $444.05m^3/year$, total biological oxygen demand (BOD) pollution load was 21,696 kg/year, and total phosphorus (TP) pollution load was 1,743 kg/year. Implementation of the development plan was found to reduce direct runoff by 2.27%, BOD pollution load by 1.16% and TP pollution load by 0.19% annually. The reduction in direct runoff and non-point source pollution were attributed to improvements in the design of impermeable layers within the city.