• 제목/요약/키워드: nonpoint source pollution

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비점오염원 관리지역(소양호) 목표수질 달성도 평가 (Assessing the Action Plans in the Control Area(Soyang Reservoir) of Non-point Source Pollution)

  • 최재완;강민지;류지철;김동일;임경재;신동석
    • 한국환경과학회지
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    • 제23권5호
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    • pp.839-852
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    • 2014
  • The Ministry of Environment (MOE) has made more effort in managing point source pollution rather than in nonpoint source pollution in order to improve water quality of the four major rivers. However, it would be difficult to meet water quality targets solely by managing the point source pollution. As a result of the comprehensive measures established in 2004 under the leadership of the Prime Minister's Office, a variety of policies such as the designation of control areas to manage nonpoint source pollution are now in place. Various action plans to manage nonpoint source pollution have been implemented in the Soyang-dam watershed as one of the control areas designed in 2007. However, there are no tools to comprehensively assess the effectiveness of the action plans. Therefore, this study would assess the action plans (especially, BMPs) designed to manage Soyang-dam watershed with the WinHSPF and the CE-QUAL-W2. To this end, we simulated the rainfall-runoff and the water quality (SS) of the watershed and the reservoir after conducting model calibration and the model validation. As the results of the calibration for the WinHSPF, the determination coefficient ($R^2$) for the flow (Q, $m^3/s$) was 0.87 and the $R^2$ for the SS was 0.78. As the results of the validation, the former was 0.78 and the latter was 0.67. The results seem to be acceptable. Similarly, the calibration results of the CE-QUAL-W2 showed that the RMSE for the water level was 1.08 and the RMSE for the SS was 1.11. The validation results(RMSE) of the water level was 1.86 and the SS was 1.86. Based on the daily simulation results, the water quality target (turbidity 50 NTU) was not exceeded for 2009~2011, as results of maximum turbidity in '09, '10, and '11 were 3.1, 2.5, 5.6 NTU, respectively. The maximum turbidity in the years with the maximum, the minimum, and the average of yearly precipitation (1982~2011) were 15.5, 7.8, and 9.0, respectively, and therefore the water quality target was satisfied. It was discharged high turbidity at Inbuk, Gaa, Naerin, Gwidun, Woogak, Jeongja watershed resulting of the maximum turbidity by sub-basins in 3years(2009~2011). The results indicated that the water quality target for the nonpoint source pollution management should be changed and management area should be adjusted and reduced.

비점원 오염관리를 위한 식생여과대의 적용 (Application of vegetative filter strip to control nonpoint source pollution)

  • 정지은;정상옥
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2002년도 학술발표회 발표논문집
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    • pp.417-420
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    • 2002
  • VFS는 침전물, 영양물질, 농약 등이 지표수로 유입하는 것을 감소시킬 수 있는 유용한 BMP이다. VFS의 식생의 종류는 목초, 관목 및 나무가 있으나 우리 나라와 같이 비점원오염 관리를 목적으로 하는 경우에는 목초가 가장 적당한 식생이다. VFS의 효과는 토양특성, 배수면적, 지형과 지변경사, 식생의 품질과 토지이용과 기후에 지배된다. 그리고 주기적인 VFS의 관리는 비점원오염을 관리하는데 중요한 요소이다. 식생의 정화능력을 이용한 VFS는 비점원오염 관리에 매우 효과적인 것으로 밝혀지고 있다. 그러나 VFS 독자적인 적용보다는 저류지와 같은 다른 기법과 동시에 적용하는 복합적인 관리대책을 강구하는 것이 더 효과적이다. VFS의 폭은 토양 특성, 배수면적, 지면 경사, 식생의 종류, 토지 이용도 등에 따라서 다르나 대체로 10m 정도가 적당할 것으로 사료된다. 그러나 보다 신뢰성 있는 VFS의 설계기준은 실제 시공과 사후 효과분석을 통하여 많은 자료를 축적한 후에 얻을 수 있을 것이다.

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Building an Integrated Governance Model and Finding Management Measures for Nonpoint Source Pollution in Watershed Management of Korea

  • Ban, Yong Un;Woo, Hye Mi;Han, Kyung Min;Baek, Jong In
    • Environmental Engineering Research
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    • 제18권3호
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    • pp.199-208
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    • 2013
  • This study intended to develop an integrated governance model and find measures to manage nonpoint source (NPS) pollutions in watershed management. To reach this goal, this study has analyzed NPS pollution management policies in Korea and has employed statistical methods such as expert Delphi survey, analysis of variance, and factor analysis. As a result, this study has found that the favored basic organization form was a private-public cooperative council. The necessary governance-based NPS pollution management measures determined through this study are as follows: to build collaboration mechanisms including those related to motivation provision, trust building, capacity building, and making optimal regulations; to employ financial resources based on principles such as 'polluter-pays', 'recipient-pays', and 'general-tax-source'; and to develop several programs, including system improvement, pilot and management projects, and publicity.

산림 활엽수 지역의 강우유출수 유출특성 및 EMC 산정 (Determination of EMC and Washoff Characteristics of Stormwater Runoff from Broad-Leaved Forest Areas)

  • 강창국;이소영;조안;이재운;김이형
    • 환경영향평가
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    • 제18권6호
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    • pp.393-399
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    • 2009
  • The water of rivers and lakes are affecting by point and nonpoint source pollutions. The point source pollution can be controlled by establishing the treatment plants. However, nonpoint source pollution by various human activities is not easy to be controlled because it is difficult to determine the exits of the water flow and have many exit points. Due to contribution of nonpoint source pollution, the achievement ratio of water quality in rivers and lakes is not high. TMDL is the outstanding water quality control policy because all of the pollutant loadings from the watershed area are counting on the input loads. Our aqua-ecosystem has self-purification process by biological, physical and ecological processes. The self-purification process can remove the pollutant load from background concentrations. Usually forest area is main source of background concentrations. In Korea, about 70% of the national boundary area consists of mountains. This study is conducting as part of long-term monitoring to determine the Event Mean Concentration during a storm. The monitoring was performed on a broad-leaved tree area.

합류식 월류수와 분류식 우수유출수의 비점오염물질 유출특성 비교 (Comparison of Characteristics of Nonpoint Source Pollution from Separate and Combined Sewer System)

  • 신민환;전지홍
    • 한국물환경학회지
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    • 제33권1호
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    • pp.97-106
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    • 2017
  • In this study, the characteristics of nonpoint source pollutant loads from separate sewer overflow (SSO) and combined sewer overflow (CSO) were evaluated during 2016 in Namyangju city, Korea. Five rainfall events were monitored during 2016 with ranging from 14.5 mm to 121.5 mm. The runoff ratio of CSO was higher than that of SSO because only design volume of maximum sanitary sewer ($1Q_h$) was transported and treated and $2Q_h$ was overflowed to waterbody during rainy day although combined sewer system was designed to transport $3Q_h$ to treatment system. The event mean concentrations (EMCs) and pollutant loads from CSO were higher than those from SSO. BOD and COD of CSO, and TOC and TN of SSO represented distinct first flush phenomena. The inadequate management in combined sewer system from which the untreated $2Q_h$ from CSO was overflowed to waterbody during rainy day could influence on high pollutant loads and first flushing. Treating $2Q_h$ from CSO, source control such as low impact development, and treating outflow from SSO were strongly recommended to control non-point source pollution in urban area.

다목적댐 홍수조절용지 내 경작실태 및 비점원오염부하량 조사 분석 (Survey and Analyses of Farming Condition and Nonpoint Source Pollution in the Flood Control Area of the Multi-purpose Dams)

  • 정지은;정상옥
    • 한국관개배수논문집
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    • 제10권1호
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    • pp.44-52
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    • 2003
  • This study surveyed farming condition and the effects of nonpoint source pollution loading by cultivating in the flood control area of multi-purpose dams. According to the multi-purpose dam management regulation, cultivation can be permitted between norma

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환경부 토지피복 중분류 적용을 위한 L-THIA 모델 수정과 SCE-UA연계적용에 의한 금호강유역 비점오염 분포파악 (L-THIA Modification and SCE-UA Application for Spatial Analysis of Nonpoit Source Pollution at Gumho River Basin)

  • 김정진;김태동;최동혁;임경재;버나드엥겔;전지홍
    • 한국물환경학회지
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    • 제25권2호
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    • pp.311-321
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    • 2009
  • Long-Term Hydrologic Impact Assessment (L-THIA) was modified to improve runoff and pollutant load prediction for Korean watersheds with changes in land use classification and event mean concentration produced from observed data in Korea. The L-THIA model was linked with SCE-UA, which is one of the global optimization techniques, to automatically calibrate direct runoff. Modified L-THIA model was applied to Gumho River Basins to analyze spatial distribution of nonpoint source pollution. The results of model calibration during 1991~2000 and validation during 1981~1990 for direct runoff represented high model efficiency of 0.76 for calibration and 0.86 for validation. As a results of spatial analysis of nonpoint source pollution, the BOD was mainly loaded from urban area but SS, TN, and TP from agricultural area which is mainly located along the stream. Modified L-THIA model improve its accuracy with minimum imput data and application efforts. From this study, we can find out the L-THIA model is very useful tool to predict direct runoff and pollutant loads from the watershed and spatial analysis of nonpoint source pollution.

비점오염원 수문유출모형에 적용 가능한 위성영상의 토지피복 분류항목 설정 (Categorizing the Landcover Classes of the Satellite Imagery for the Management of the Nonpoint Source Pollutions)

  • 서동조
    • 한국콘텐츠학회논문지
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    • 제9권11호
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    • pp.465-474
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    • 2009
  • 비점오염원의 유출량을 파악하기 위하여 대상지의 토지피복 현황을 잘 파악할 수 있는 위성영상자료를 사용하려는 시도가 이루어지고 있다. 그러나 수문 유출모형에 사용되는 인자와 부합되는 토지피복 분류항목이 되지 못한 채 단순한 분류항목으로만 사용되거나, 육안 해석용으로만 적용되는 한계가 있다. 이 같은 상황에서 위성영상으로부터 수문유출 모형에 실질적으로 적용할 수 있는 토지피복 분류항목을 설정하여, 위성영상을 통한 효과적인 비점오염원 관리가 이루어질 수 있도록 하였다. 수문유출 모형에서 사용하고 있는 토지피복 항목을 파악하기 위하여 비점오염원 유출모델의 주요 인자, 선행연구에서 사용된 토지피복 항목, 그리고 국내외 각 기관에서 제시하고 있는 토지피복 분류체계에 대한 내용을 조사하였다. 이를 통해 비점오염원에 의한 원단위, 유출곡선지수의 토지피복 계수, 토양유실량 예측공식의 식생인자, Manning의 조도계수 등의 인자들이 위성영상으로부터 추출하여 적용할 수 있는 토지피복 정보임을 파악할 수 있었다. 이러한 과정을 거쳐 위성영상으로부터 수문유출모형에 적용할 수 있는 토지피복 분류항목을 설정하였다. 또한 이 결과가 우리나라의 환경에 적절한 것인지를 검증하기 위하여 국내 수문유출모형 관련 기관의 전문가로부터 토지피복 분류항목의 적정성에 대한 자문 과정을 거쳐 결정하였다. 연구대상지는 우리나라의 대표적인 습지로 비점오염원 관리체계가 필요한 우포늪의 토평천 유역을 대상지로 하였다. 토지피복 분류항목을 적용할 위성영상으로는 분광 해상도가 높은 Landsat ETM Plus 영상과 공간 해상도가 높은 SPOT-5 영상을 사용하였다.

고랭지 영농방법이 비점원오염 물질의 유출과 토양의 물리적 변화에 미치는 영향 (The Impacts of Runoff the Nonpoint Source Pollution and Soil Physical Change for Mountainous Management Practice)

  • 최중대;강태영;김도찬
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 1998년도 학술발표회 발표논문집
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    • pp.521-526
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    • 1998
  • This study was initiated to build runoff plots, install soil and water quality monitoring systems and collect background data from the plots and soils to assess runoff the nonpoint source pollution and soil physical change in mountainous soils. Eleven 3 $\times$ 15 m runoff plots and monitoring systems were installed at a field of National Alpine Agricultural Experiment Station to monitor soil physical change, and discharge of nonpoint source pollutant. Corn and potato were cultivated under different fertilizer, tillage and residue cover treatments. The soil has a single-layered cluster structure that has a relatively good hydrologic properties and can adsorb a large amount of nutrient. 11 runoff plots were treated and monitored with respect to physical property of the soil, runoff and sediment discharge.

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Grid Based Nonpoint Source Pollution Load Modelling

  • Niaraki, Abolghasem Sadeghi;Park, Jae-Min;Kim, Kye-Hyun;Lee, Chul-Yong
    • 한국공간정보시스템학회:학술대회논문집
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    • 한국공간정보시스템학회 2007년도 GIS 공동춘계학술대회 논문집
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    • pp.246-251
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    • 2007
  • The purpose of this study is to develop a grid based model for calculating the critical nonpoint source (NPS) pollution load (BOD, TN, TP) in Nak-dong area in South Korea. In the last two decades, NPS pollution has become a topic for research that resulted in the development of numerous modeling techniques. Watershed researchers need to be able to emphasis on the characterization of water quality, including NPS pollution loads estimates. Geographic Information System (GIS) has been designed for the assessment of NPS pollution in a watershed. It uses different data such as DEM, precipitation, stream network, discharge, and land use data sets and utilizes a grid representation of a watershed for the approximation of average annual pollution loads and concentrations. The difficulty in traditional NPS modeling is the problem of identifying sources and quantifying the loads. This research is intended to investigate the correlation of NPS pollution concentrations with land uses in a watershed by calculating Expected Mean Concentrations (EMC). This work was accomplished using a grid based modelling technique that encompasses three stages. The first step includes estimating runoff grid by means of the precipitation grid and runoff coefficient. The second step is deriving the gird based model for calculating NPS pollution loads. The last step is validating the gird based model with traditional pollution loads calculation by applying statistical t-test method. The results on real data, illustrate the merits of the grid based modelling approach. Therefore, this model investigates a method of estimating and simulating point loads along with the spatially distributed NPS pollution loads. The pollutant concentration from local runoff is supposed to be directly related to land use in the region and is not considered to vary from event to event or within areas of similar land uses. By consideration of this point, it is anticipated that a single mean estimated pollutant concentration is assigned to all land uses rather than taking into account unique concentrations for different soil types, crops, and so on.

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