• 한국물환경학회지
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• 제20권5호
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• pp.397-408
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• 2004

Due to the growing impact of non-point source pollution and limitation of water treatment technology, a new policy of water quality management, called a source protection, is now becoming more important in drinking water supply. The source protection means that the public agency purchases the pollution sensitive area, such as riparian zone, and prohibit locations of point and non-point sources. Many studies have reported that this new policy is more economical in drinking water supply than the conventional one. However, it is very difficult to determine location and size of the pollution sensitive zone in the watershed. In this paper, we presented the scientific criteria for the priority of the pollution sensitive zone, along with a case study of the upstream watershed of the Paldang Reservoir, Han River. This study includes applications of the analytical hierarchy process(AHP) and a watershed-based land prioritization(WLP) model. After major criteria affecting water quality were selected, the AHP and geographic analysis were performed. The WLP model allowed us to include both quantity and quality criteria, using AHP as the multi-criteria method in making decision and reflecting local characteristics and various needs. By adding a travel-time function, which represents the prototype effectively, the results secured adaptability and scientific objectivity as well. As such, the WLP model appeared to provide reasonable criteria in determining the prioritization of land acquisition. If the tested data are used with a validated travel-time and AHP method is applied after further discussion among experts in such field, highly reliable results can be obtained.

• 한국습지학회지
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• 제17권3호
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• pp.303-310
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• 2015

현재까지 국내에서의 수질관리 정책은 점오염원 관리를 우선시 하고 있다. 점오염원은 관거를 통해 배출지점이 명확한 지점으로 집중적인 유출특성을 보인다. 하지만 비점오염원은 점오염원과 달리 유출경로, 유출량 및 유출특성이 명확하지 않아 관리에 여러 어려움이 있다. 이에 우리나라는 비점오염원을 관리하기 위해서 비점오염저감시설을 개발 및 설치하여 관리해오고 있다. 그러나 비점오염저감시설은 강우에 대한 영향을 받기 때문에 적절한 설계 및 유지관리에 어려운 실정이다. 따라서 적절한 비점오염 저감시설 설계를 위한 저감효율에 영향을 주는 여러 인자에 대한 다각적 연구가 필요하다. 본 연구에서는 자연형 비점오염저감시설인 식생수로에서 저감효율에 영향을 미치는 인자인 강우사상, 식생피도 및 유하시간을 조사하고 상관성 분석을 수행하였다. 식생피도는 수로 내에 Braun-Blanquet(목측법)을 이용하여 피도의 변화를 구하였으며, 유하시간의 경우 강우유출수가 수로로 유입되는 시점부터 첫 유출이 시작되는 시간까지로 구하였다. 또한 상관성 분석은 pearson 상관성 분석법을 이용하여 구하였다. 그 결과 식생수로에서 유하시간이 길수록 저감효율이 증가하고, 식생피도가 높을수록 유하시간이 증가하는 것으로 나타났다.

• 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.

• KIEAE Journal
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• 제13권2호
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• pp.157-162
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• 2013

To deal with the water pollution arising from the construction site, this study raises the issues of management and laws and it suggest the efficient way to reduce water pollution by through the case studies. In order to study, seven cases were selected from "Construction Environmental Management Best Practice Competition" co - sponsored by Construction Association of Korea and Construction Environment Association. As a study result, there are problems that depending on the characteristic of the construction site environment simple alone settling facilities can not handle muddy and dirty water generated by the construction site. However, when the construction site applied improved water pollution control facilities with reflecting the characteristic of muddy and dirty water. The problem can be solved moreover it can achieve exceeded emission standard. Therefore new regulations and management with water pollution control facilities considering characteristic of environment is needed to cope with water pollution arising from the construction site.

• Spatial Information Research
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• 제23권1호
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• pp.33-40
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• 2015

최근 토지오염은 토지이용 현황에 따라 많은 환경 문제들을 유발하고 있는 가운데 이에 대한 관리가 시급한 실정이다. 본 논문에서는 점 및 비점오염원 인자에 의한 토지오염 지역의 합리적 분석을 위해 토지의 주된 용도에 따른 지목정보를 이용하여 토양오염 지역을 분류하였다. 또한 지목정보 분석을 통해 토지오염원 정보를 효과적으로 수집할 수 있었다. 이는 토양오염 실태조사 및 관리를 위한 중요한 요소로 분류한 토지정보는 토양환경 관리와 보존을 위해 활용 되어지며 향후 토지의 이용규제와 합리적인 보존관리에 활용될 것으로 판단된다.

• 화약ㆍ발파
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• 제29권1호
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• pp.17-26
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• 2011

본 연구는 실제 발파해체가 진행된 현장을 대상으로, 해체공정 중 천공과 발파작업시 발생하는 수질 및 토양오염의 농도변화를 통해 환경오염 정도를 조사하였고, 시간 경과에 따른 오염물질의 거동특성을 파악하여 해체현장에서의 비점오염원 관리방안의 필요성을 제시하였다. 그 결과 천공과 발파작업 이후 수질 및 토양의 pH는 콘크리트의 수산화칼슘에 의해 8.5~9.3으로 기준치를 초과하였다. 천공과 발파작업으로 인한 중금속의 농도는 대부분이 기준치 이내였으며, 수질과 토양오염에 크게 영향을 미치지 않는 것으로 판단되었다. 하지만 천공과 발파작업 전후의 오염물에 대한 증감률을 통해, 중금속 중 Cr, Cu, Zn 및 Hg의 농도가 증가된 것을 확인하였으며, 발생된 오염물의 처리방안이 필요하다고 판단되었다. 해체현장에서 시간의 경과와 우기에 따른 오염물질의 농도는 대부분 감소하는 경향을 보였으며, 이는 발생된 오염물질이 비점오염원으로 주변 환경에 영향을 줄 것으로 보인다.

• 한국물환경학회지
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• 제33권3호
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• pp.247-255
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• 2017

This research was conducted to analyze removal efficiencies of non-point pollution source (NPS) in low impact development (LID) facilities with vegetation. In this research, removal efficiencies of NPS were calculated using rainfall monitoring data for 5 years in grassed swale (GS) and vegetative filter strip (VFS). TSS was greater than other pollutants, and it ranged 11.9 ~ 351.7 mg/L in GS and 12.8 ~ 350.7 mg/L in VFS. Outflow EMCs were reduced than inflow EMCs, overall removal efficiencies of NPS were 67 ~ 86% in GS and 63 ~ 91% in VFS. 50 % reduction efficiency of rainfall runoff was observed between inflow and outflow in each LID facility. TSS removal efficiency in GS and VFS was correlated with rainfall characteristics. The rainfall for TSS removal efficiency over 50% was determined about 31 mm, 34 mm and average rainfall intensity was 3.0 mm/hr, 3.9 mm/hr in GS and VFS. Therefore, GS and VFS were regarded effective LID facilities as removal of pollutants and rainfall runoff. Also, this research result can be used as an important data for management of NPS.

• 대한환경공학회지
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• 제37권8호
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• pp.480-491
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• 2015

본 연구에서는 비점오염물질 배출 및 유역 특성과 달성 가능성을 고려한 비점관리지역 관리목표 설정 및 목표달성도 평가에 부하지속곡선과 유역모델을 이용하는 방법을 제시하였으며, 최근 비점오염관리지역으로 선정된 새만금 유역에 대하여 적용하였다. 비점오염원 배출특성을 고려하여 유량지속곡선의 5~40% 범위를 관리유량 구간으로 설정하였으며, 부하지속곡선 방법을 이용하여 TP를 관리항목으로 선정하였다. 2009년~2012년에 대하여 보정된 HSPF 모델과 부하지속곡선을 이용하여 우선관리유역별 저감 시나리오에 따라 관리목표를 설정하였다. 전주A20에 LID적용, 도로청소, CSOs 및 미처리배제수 처리 50%를 가정하고, 만경C03, 동진A14, 고부A14에 비료 30% 감소, 축산계 배출부하량 50% 감소를 가정한 경우 만경대교, 동진대교, 전주천 말단, 군포교의 목표수질은 각각 TP 0.38, 0.18, 0.64, 0.16 mg/L로 산정 되었다. 현재 유달부하량이 일정비율(10%)로 줄어드는 상황을 가정한 관리목표는 만경대교, 동진대교, 전주천 말단, 군포교에서 각각 TP 0.35, 0.17, 0.60, 0.15 mg/L로 산정되었다. 본 연구 결과는 향후 비점오염관리지역에 대한 관리대책, 시행계획 수립 및 이행평가시 기초자료로서 활용될 수 있을 것으로 기대된다.

• 환경위생공학
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• 제14권3호
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• pp.1-9
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• 1999

In the estimation of pollution load in water basin, a data information has generally used from surveyed data. A Geographic Information System(GIS) was adopted to evaluate the amount of pollution load in Anyang stream basin which is one of the major tributaries in the Han river flows through urban area. The digital maps of administrative boundary, stream network, sub-basin, soil type, and land-use for spatial data as well as attribute data were generated. And the database of sub-basins and pollution source was structured to estimate pollution load in Anyang stream basin by an Arc/Info GIS.As the results of this investigation, the pollution load of Mokgam-chun sub-basin was the highest amount. And that of Hagi-chun sub-basin and the fourth main stream sub-basin were also high amount in Anyang stream basin. In general, it was found that the pollution load generated from the upstream area in Kyunggi province was higher than that from downstream area in Seoul. Because the point and non-point source pollution load played very significant role in the deterioration of the water quality of the Anyang stream, an integrated approach to water quality management should be required for the sub-basins of high pollution load amount.

• 한국농공학회논문집
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• 제62권4호
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• pp.13-22
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• 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.