• 한국물환경학회지
• /
• 제24권4호
• /
• pp.430-435
• /
• 2008

In order to design Non-point source management, the aspect of statistical features of the entire precipitation data should be focused since non-point source discharge is driven by continuous rainfall runoffs. 3-parameter mixed exponential probability density function is used to establish urban stormwater capture curve instead of previous single-parameter exponential PDF. Then, recent 10-year data in Busan are applied to establish the curve. The result shows that 3-parameter mixed PDF gives better resolution.

• 한국물환경학회지
• /
• 제23권6호
• /
• pp.951-960
• /
• 2007

Window interface to Hydrological Simulation Program-FORTRAN (WinHSPF) developed by the United States Environmental Protection Agency (EPA) was applied to the upstream of Nam-Han river watershed to examine its applicability for loading estimates in watershed scale and to evaluate non-point source control scenarios using BMPRAC in WinHSPF. The WinHSPF model was calibrated and verified for water flow using Ministry of Construction and Transportation (MOCT, 3 stations, 2003~2005) and water qualities using Ministry of Environment (MOE, 5 station, 2000~2006). Water flow and water quality simulation results were also satisfactory over the total simulation period. But outliers were occurred in the time series data of TN and TP at some regions and periods. Therefore, it required more profit calibration process for more various parameters. As a result, all the study was performed within the expectation considering the complexity of the watershed, pollutant sources and land uses intermixed in the watershed. The estimated pollutant load for annual average about $BOD_5$, T-N and T-P respectively. Nonpoint source loading had a great portion of total pollutant loading, about 86.5~95.2%. In WinHSPF, BMPRAC was applied to evaluate non-point source control scenarios (constructed wetland, wet detention ponds and infiltration basins). All the scenarios showed efficiency of non-point source removal. Overall, the HSPF model is adequate for simulating watersheds characteristics, and its application is recommended for watershed management and evaluation of best management practices.

• 한국농공학회논문집
• /
• 제62권4호
• /
• pp.13-22
• /
• 2020

The Doam Lake watershed has a significant impact on the downstream water system due to nutrients and sediment outflow during rainfall caused by steep slopes, soil losses, and fertilization. These non-point sources are unclear in the discharge area and are affected by land use patterns, soil characteristics, and topographical features of the watershed. Therefore, this study conducted rainfall monitoring from July to October 2019 in Songcheon upstream of the Doam Lake watershed, one of the non-point pollution source management areas. Then, after analyzing rainfall runoff, Event Mean Concentration (EMC) and Mass First Flush ratio (MFFn) were calculated to compare and analyze the characteristics of rainfall and the non-point pollutant discharge. As a result of the analysis, it showed various non-point pollutant emission characteristics for each rainfall event. In addition, the concentration of EMC and the MFFn were affected by the average rainfall intensity and the maximum rainfall intensity, and were not significantly affected by the number of antecedent drying days. In the future, it is expected that effective non-point source reduction measures and management measures according to rainfall intensity through continuous monitoring and analysis will be needed.

• 한국습지학회지
• /
• 제21권2호
• /
• pp.140-146
• /
• 2019

비점오염원 관리를 위해 정책의 변환이 필요한 부분으로는 비점오염원관리는 국토의 이용 및 개발이 시작되는 시점부터 체계적으로 이루어지도록 제도의 패러다임이 전환되어야 한다. 비점관리지역의 국고지원 방식 및 운영방안을 전환하여 최저지원율은 보장해 주고 그 이상은 지자체의 비점오염저감사업의 추진현황과 성과등을 평가하여 추가로 지원해 줄 수 있는 방식으로의 전환을 통해 사업효과를 극대화할 필요가 있다. 신규 제도가 마련되어야 할 부분으로는 비점오염저감사업의 추진성과를 평가하고 운영효과를 모니터링 할 수 있도록 평가체계가 마련되어야 한다. 지자체가 비점오염원저감사업을 충실히 수행하여 계획된 성과를 달성하고 지속적인 유지관리가 될 수 있도록 지자체의 책임행정을 유도할 수 있는 관련 근거 규정이 필요시 된다. 대안마련이 필요한 요소로는 자동채수 분석에서 $100{\mu}m$ 필터의 사용에 따른 문제점, 강우시 채수 및 분석의 적시성 확보, 효율적인 비점측정망 운영관리 방안을 들 수 있다. 대안으로는 채수 분석장비의 성능개선, 권역별 비점오염물질측정망 모니터링통합센터 운영 등을 검토해볼 필요가 있다. 또한 국고보조사업으로 추진된 비점오염저감시설로 인한 오염물질의 삭감량을 수질오염총량제의 개발부하량으로 사용할 수 있도록 요구할 경우 삭감량에 따라 비점오염저감시설의 유지관리 비용 일부를 인센티브형식으로 지원하는 방안을 고려해 볼 수 있다.

• Spatial Information Research
• /
• 제13권1호
• /
• pp.43-53
• /
• 2005

본 연구에서는 폐쇄성 수역에 있어서 비점 오염원의 모델링 및 적정 수환경 관리방안에 대하여 고찰하였다 공간적으로 분포하는 각종 환경정보를 효과적으로 얻기 위하여 GIS데이터(contour data)를 이용하였다. 등고선 데이터로부터 소유역 및 하도망을 자동적으로 도출하였으며, 준 수치고도모델(Quasi Digital Elevation Model)을 모형화함으로써 유역으로부터의 질소 오염물질 유출량을 해석하였다. 본 모형은 실측자료를 토대로 유효화하였다. GIS와 연계한 본 모형은 수역의 오염현황을 고려한 유역의 비점 오염원유출 분석에 효과적이며, 향후 수 환경 관리에 적절하게 이용될 것으로 기대한다.

• 한국농공학회지
• /
• 제44권5호
• /
• pp.96-105
• /
• 2002

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.

• 한국환경복원기술학회지
• /
• 제17권2호
• /
• pp.1-14
• /
• 2014

The purpose of this study is to identify the efficiency of LID technologies for controlling non-point source pollution from urban areas. The recent technical responses to managing water resource and urban areas according to the influence of climate change is an important national policy, along with green growth. Through various reference studies reasonable ways to consider a wholistic plan on urban-eco-friendly river management, the Low Impact Development (LID) as the adequate river management method is being undertaken in foreign countries to technically apply to urban plans. However, the LID is at the initial stage in Korea, with no specific studies implemented. Thus, this study explored whether LID technologies can be efficient measures to control non-point source pollution on the cost side. Ulsan's Namgu and Bukgu have been chosen as case studies that illustrate the efficiency of the LID technologies. On investigation, if LID technologies are designed properly, the efficiency of them is expected to higher than that of sewage treatment plant.

• 대한환경공학회지
• /
• 제34권1호
• /
• pp.23-31
• /
• 2012

새만금 유역은 BOD와 TP의 비점오염배출 비중이 각각 68.4와 61.4% (2009년 기준)로 점오염원에 비해 높게 나타나므로 새만금 수질관리를 위해서는 비점오염원에 대한 대책수립이 시급하다. 본 연구에서는 새만금 유역 최적관리기법 대상지 선정을 위해 비점오염원의 영향이 큰 농업지역을 중심으로, 그리고 부영양화에 주요인자인 총인(TP)을 기준으로 농업비점오염대책 우선지구를 선정하고자 하였다. 우선지구 선정방안은 의사결정에 의한 오염영향 지수를 이용한 정성분석 방법으로 수계에 비점오염원(TP기준)이 작용하는 단계를 크게 발생, 배출, 유출 관련지표로 구분하여 비점오염원 영향지수(NPSI; Non-point Source Index)를 산정하였으며, 전문가 AHP (Analytic Hierarchy Process)분석을 통해 지표의 가중치를 결정하였다. NPSI 산정에는 행정구역 745개의 동리단위 기준으로 비점발생특성(해당 지역의 액비살포 면적, 축사 면적, 논면적, 밭면적, 인산질 비료사용량), 비점배출특성(수질오염 총량관리제의 축산계 비점오염원 배출부하량, 토지계 배출부하량), 비점유출특성(토양유실량, 불투수율, 유출곡선지수, 유달거리, 유효강우비)의 총 12개의 지표가 적용되었다. GIS (Geographical Information System) 분석을 이용한 NPSI 산정결과 새만금 유역 농업비점관리지역 우선지구 후보지로 만경강 5지점과 동진강 5지점을 선정하였다. 우선지구 후보지의 선정원인은 주로 축산에서 기인한 것으로 나타났으며, 이는 AHP 분석결과 축산관련 지표의 가중치가 높았기 때문으로 사료된다.

• 한국물환경학회지
• /
• 제23권6호
• /
• pp.829-836
• /
• 2007

For the purpose of managing non-point sources, water quality control basins (WQCBs) are often designed to capture rainfall events smaller than extreme events. The design rainfall statistics and runoff capture rates for sizing a WQCB should be derived from the local long-term continuous rainfall record. In this study, the 31-year continuous rainfall data recorded in Busan is analyzed to derive the synthesized runoff capture curve incorporated with SCS curve number.

• 한국습지학회지
• /
• 제19권3호
• /
• pp.287-295
• /
• 2017

본 연구에서는 금호강의 수질 및 유량 자료를 이용하여 첨두수질에 따른 강우유출 특성을 분석하고 모니터링 및 오염원별 관리 시기 등의 비점오염 관리 방향을 도출하였다. 첨두수질농도(Peak Water Quality Concentration)는 강우유출수내 수질이 가장 높은 농도로 비점오염 관리 기준농도로 극값(Extremal value)을 활용하는 개념이다. 이 방법을 이용하여 누적강수량(총강수량), 첨두수질농도, 첨두수질농도까지의 누적강수량, 첨두수질농도까지의 시간, 첨두수질농도까지의 EMC 등의 평가인자를 검토하였고 장기간에 걸친 실측자료를 이용하여 비점오염원 강우유출특성을 분석하였다. 분석 결과를 통해 비점오염원을 관리하기 위한 적정 모니터링 및 관리방안을 제시하였다.