• 대한공간정보학회지
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• 제1권1호
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• pp.171-180
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• 1993

도시하수와 관련된 비점원 오염에 대한 관심은 더 나은 수질계획을 위한 새로운 도구의 발전을 이끌어 왔다. 이 논문은 도시의 수질연구를 위해 지리정보체계가 어떻게 응용되는지를 보여준다. 지리정보체계는 비점원 오염 모형화를 위한 토지이용자료를 관리하기 위해 이용되고, 또한 여러 가지 형태의 지리적 집합체내에서 오염물질을 평가하는데 이용된다. 경험적인 수질모형은 토지이용에 근본을 둔 오염물질 축적을 평가하기 위해 이용된다. 토지이용범위는 최근 사진의 판독을 통해서 구범위를 갱신함으로써 결정된다. 이러한 토지이용범위는 각각의 토지이용 다각형에 대한 오염물질 축적을 기록하는데 이용된다. 도시하수 유역과 소하수 유역의 범위를 결정하기 위해 하수지도를 수치화 시키고 해석한다. 하수구 소유역층에서 오염물질 축적을 중첩시킴으로써 주요하수의 출구에 대한 오염 축적물이 계산된다. 축적 정보를 기본으로 과다 오염 축적물의 임계지역이 어디에 위치하고 있으며, 오염 축적물을 통제하기 위한 최선의 관리기법의 효율성이 평가된다.

• 한국농공학회논문집
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• 제60권5호
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• pp.17-27
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• 2018

The objective of this study is to identify the priority area where the nonpoint source pollution (NPS) management is required and to set up the load reduction goals for the identified priority area. In this study, the load duration curve (LDC) was first developed using the flow and water quality data observed at 286 monitoring stations. Based on the developed LDC, the priority area for the NPS pollution management was determined using a three-step method. The 24 watersheds were finally identified as the priority areas for the NPS pollution management. The water quality parameters of concern in the priority areas were the total phosphorus or chemical oxygen demand. The load reduction goals, which were calculated as the percent reduction from current loading levels needed to meet target water quality, ranged from 67.9% to 97.2% during high flows and from 40.3% to 69.5% during moist conditions, respectively. The results from this study will help to identify critical watersheds for NPS program planning purposes. In addition, the process used in this study can be effectively applied to identify the pollutant of concern as well as the load reduction target.

• 한국습지학회지
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• 제2권1호
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• pp.87-94
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• 2000

The purpose of this study was to analysis the pollutant loading of Chin yang Reservoir according to the variation of outflow. Regression equation of the pollutant loading and outflow was represented as $L=a\;Q^b$ in which L = pollutant loading(kg/day), a and b = regression coefficient, and Q = outflow($m^3/day$). Regression coefficients ($R^2$) of Sanchung, Sinan and Changchon site was in range of 0.8376 to 0.9818. Therefore the pollutant loading was good correlated with outflow. Changchon site had minimum b value because outflow of pollutant was little compared with rainfall. The SS was the highest b value 1.621~1.7834 among water quality parameters because the pollutant loading of SS was much affected by outflow. Also, the pollutant loadings per area could be calculated and compared in case of the dry season, normal season and flood season. The pollutant loading in the normal and flood season except the dry season were higher in order of Sanchung, Sinan and Changchon site. Pollutant loading per area were higher in order of Sinan, Sanchung and Changchon site. When it compared with pollutant loading per area calculated using pollutant unit loading, T-N was much different each other.

• 한국물환경학회지
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• 제23권6호
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• pp.951-960
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• 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.

• 한국물환경학회지
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• 제22권1호
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• pp.104-109
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• 2006

TPLMS programs in four large rivers have been developed to improve the water quality from possible pollutants originated from watershed areas. The success of TPLMS program is depended on nonpoint source control. Currently, the pollutant loading from nonpoint pollution sources is gradually increasing as developing the nearby watershed. However, there are not enough data concerning on nonpoint pollution in Korea because of lacking of monitoring activities. It is the main reason of uncertainty. Therefore, this manuscript will summarize the EMCs in various landuses based on monitoring program. Also the EMC in each paved area will be compared and discussed to find the differences. When the EMC is compared by average monitored sample concentrations, the EMC values are 2-4 times higher than sample concentrations. It means the monitoring program is very important in the field of nonpoint pollution. The pollutant loadings from bridge landuse is higher than loadings from parking lot and highway because of more traffic activities.

• 한국물환경학회지
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• 제27권3호
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• pp.257-263
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• 2011

This study analyzes the correlations between non-point sources and runoff to estimate non-point sources for effective management. From the monitoring results, the correlation factors among pollutant mass loading, EMC, total runoff volume and average flow are calculated. And using correlation factors, the most related two constituents are determined. Also the most appropriate regression between two constituents are determined. Pollutant mass loading and total runoff volume has the highest correlation. Also, compound regression is found to be the most appropriate regression. This shows that pollutant mass loading increases as total runoff volume increases. It is not continuous increase but has some pattern.

• 환경영향평가
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• 제26권1호
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• pp.68-77
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• 2017

낙동강 전 권역을 209개 유역으로 나누고 각 유역에서 배출되는 비점오염부하 기여율을 산정하기 위해 HSPF모델을 2012년 2013년을 기준으로 보정 및 검증을 실시하였다. 유량의 경우 보정한 결과 R2가 0.71~0.93, 검증은 0.71~0.79로 비교적 양호한 값으로 산정되었다. 수질의 경우는 % difference로 검 보정을 실시하였는데 보정의 경우 DO는 0.4~9.7 %, BOD는 0.5~30.2 % difference, TN은 낙본 C 및 황강 B를 제외 하고는 1.9~28.6 % difference로 나타났고 검증은 DO 0.2~13.7%, BOD는 1.3~23%, TN은 황강 B를 제외한 0.5~24.3%로 비교적 잘 모의 되었다. 그러나 TP는 농도가 다른 항목에 비해 미량이기 때문에 차이의 범위가 크게 나타났는데 보정의 경우 0.8~55.3 % difference이고 검증에서도 같은 결과를 얻었다. 209개 유역별 BOD 연간 누적부하량을 산정한 결과 RCH 123(경상남도 의령군), RCH 121(경상남도 진주시), RCH 92(대구광역시 달성군) 가 높은 것으로 나타났다. 그러나 영양염류에 대한 유역별 연간 누적부하량의 결과들은 BOD 연간 누적부하량 순위와 일치하지 않는 것으로 나타났다. 본류에 위치한 산림, 습지, 농지 등이 많은 유역들이 상대적으로 산림지역이나 습지가 많은 댐 상류지역의 유역들 보다 BOD 비점오염 부하량이 높은 것으로 나타났다. 토지형질을 비롯한 유역 특성들을 나타나는 다른 인자들이 비점오염 부하량과 밀접한 관계가 있는 것으로 나타났다.

• 한국물환경학회지
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• 제33권1호
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• pp.78-89
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• 2017

Water quality monitoring network data is being affected continuously due to non-point source pollution arising from agricultural land located on the Gwangsancheon outlet in the Nakdong River basin. In this study, we have performed analysis of water quality monitoring system, water quality pattern using SOM and water quality in the Gwangsancheon for sub-basin located at Gisan-myeon in the Nakdong River basin. We have developed and applied the model to estimate the runoff and non-point source loading. As a result of SOM pattern, the effect of non-point source pollution was the largest in the paddy fields and fields. As a result of the developed model, we found contribution rate and reduction rate for non-point source loading according to change of landuse because the reduction effect of nonpoint pollutants was 20.9% of SS, 9.9% of TN, 21.2% of TP and 8.9% of TOC depending on the landuse change.

• 한국환경과학회지
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• 제19권11호
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• pp.1375-1384
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• 2010

Growth in population and urbanization has progressively increased the loading of pollutants from nonpoint sources as well as point sources. Especially in case of road regions such as city trunk road, national road and highway are rainfall and pollutants runoff intensive landuses since they are impervious and emit a lot of pollutants from vehicle activity. This research was conducted to investigate the nonpoint sources concentration and quantifying stormwater pollutants which are contained in rainfall runoff water. Three different monitoring sites in Jinju and Changwon city were equipped with an automatic rainfall gauge and flow meter for measuring rainfall and the volume of rainfall runoff. In the case of average EMC value, city trunk road was shown the highest value in target water quality items like as BOD, COD, SS, TN and TP. Or the amount of runoff loads by water quality items showed the highest value in city trunk road. And runoff load in city trunk road was 43.8 times high value compared to highway by value of city trunk road $356.7 mg/m^2$, highway $8.150 mg/m^2$, national road $19.99 mg/m^2$ in the case of BOD.

• 한국농공학회지
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• 제45권7호
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• pp.49-56
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• 2003

Nonpoint source pollutant loading from watershed may cause a problem to the water quality of the reservoir and stream. The characteristics of stream flow and water quality were monitored to investigate the runoff loading of the Namdae-cheon watershed from May in 1999 to October in 2003. Stage-discharge rating curve at the stream gauging site was established, and annual stream runoff of the study watershed was estimated as 499.4∼1,330.8mm during four years. The concentrations of total-nitrogen and total-phosphorus of stream water quality ranged from 0.76 to 6.95mg/L and from 0.0010 to 0.2276 mg/L, respectively, where T-N was generally higher than the water quality standard 1.0 mg/L for agricultural water use. The loads by unit generation of pollutant mass with respect to population, livestock, land use in this watershed were calculated. The runoff pollutant loadings by concentrations of total-N and total-P were estimated during study period, where the annual runoff loading of total-P was much less than the load by pollutant mass unit generation. The relations between stream discharge and water quality were analysed, and there was a high correlation for total-N but low for total-P. These results will be used to develop the monitoring techniques and water quality management system of agricultural watershed.