• 한국물환경학회지
• /
• 제30권1호
• /
• pp.8-15
• /
• 2014

In this study, regression equation was analyzed to estimate non-point source (NPS) pollutant loads in orchard area. Many factors affecting the runoff of NPS pollutant as precipitation, storm duration time, antecedent dry weather period, total runoff density, average storm intensity and average runoff intensity were used as independent variables, NPS pollutant was used as a dependent variable to estimate multiple regression equation. Based on the real measurement data from 2008 to 2012, we performed correlation analysis among the environmental variables related to the rainfall NPS pollutant runoff. Significance test was confirmed that T-P ($R^2=0.89$) and BOD ($R^2=0.79$) showed the highest similarity with the estimated regression equations according to the NPS pollutant followed by SS and T-N with good similarity ($R^2$ >0.5). In the case of regression equation to estimate the NPS pollutant loads, regression equations of multiplied independent variables by exponential function and the logarithmic function model represented optimum with the experimented value.

• 한국물환경학회지
• /
• 제28권3호
• /
• pp.453-459
• /
• 2012

In this study, Song-Cheon river Basin located at Dae-kwan-lyong Meyn in Kang-Won Province was monitored to analyze characteristics of non-point source pollution during the snowmelt period. The characteristics of NPS pollution such as runoff, change in water quality and pollutant loads by snowmelt were investigated from 23th February 2010 to 27th April 2010. The results showed that The climate change effects flow, turbidity and concentration of SS and COD with showing similar trend of fluctuation. Daily pollutant loads per unit area were SS 74.43 kg/ha/day, COD 1.25 kg/ha/day, BOD 0.21 kg/ha/day, TN 0.717 kg/ha/day, TP 0.141 kg/ha/day and the flow weight mean concentration has been SS 985.97 mg/L, COD 16.28 mg/L, BOD 2.67 mg/L, TN 9.302 mg/L, TP 1.834 mg/L, respectively. The flow and pollutant loads both of SS and of COD significantly increased during the snowmelt period. Because structurally loosen soil by freezing and thawing deteriorates water quality, research and management measures will be needed.

• Water Engineering Research
• /
• 제7권1호
• /
• pp.1-8
• /
• 2006

Recently, the population growth and agricultural development are rapidly undergoing in the South-West Texas. The junction of three river basins such as Lavaca river basin, Colorado-Lavaca Coastal basin and Lavaca-Guadalupe Coastal basin, are interesting for non-point and point source pollutant modeling: Especially, the 2 basins are an intensively agricultural region (Colorado-Lavaca Coastal/Lavaca-Guadalupe Coastal basins) and several cities are rapidly extended. In case of the Lavaca river basin, there are many range land. Several habitat types wide-spread over three relatively larger basins and five wastewater discharge regions are located in there. There are different hazardous substances which have been released. Total nutrient loads are composed of land surface load and river load as Non-point source and discharge from wastewater facilities as point source. In 3 basins region, where point and non-point sources of poll Jtion may be a big concern, because increasing fertilizers and pesticides use and population cause. This project objective seeks to how to assess and control the accumulation of non-point and point source and discuss the main impacts of agriculture and environmental concern as non-point source with water quality related to pesticides, fertilizer, and nutrients and as point source with wasterwater discharge from cities. The GIS technique has been developed to aid in the point and non-point source analysis of impacts to natural resource within watershed. This project shows the losses in $kg/km^2/year$ of BOD (Biological Oxygen Demand), TN (Total Nitrogen) and TP (Total Phosphorus) in the runoff from the surface of 3 basins. In the next paper, sediment contamination will show how to evaluate in Estuarine habitats of these downstream.

• 한국물환경학회지
• /
• 제34권1호
• /
• pp.33-45
• /
• 2018

In this study, we discussed the application of Watershed model and Load Duration Curves (LDC) in Total Water Load Management System. The Flow Duration Curves (FDC) and the LDC were generated using the results of the daily HSPF model and analyzed on monthly or yearly flow duration variability, and non-point pollutant discharge loads by entire flow conditions. As a result of the calibration and verification of the HSPF model, both the flow and the water quality were appropriately simulated. The simulated values were used to generate the Flow Duration Curve and the Load Duration Curve, and then the excess rate by entire flow conditions was analyzed. The point and non-point pollutant discharge loads for entire flow conditions were calculated. It is possible to evaluate the variability of water quality in specific flow duration through the curves reflecting the flow duration variability and to confirm the characteristics of the pollutant source. For a more scientific Total Water Load Management System, it is necessary to switch from a current system to a system that can take into account the entire flow conditions. For this, the application of the watershed model and load duration curve is considered to be the best alternative.

• 한국수자원학회논문집
• /
• 제37권11호
• /
• pp.897-913
• /
• 2004

지금까지 국내에서는 도시하수, 공장폐수 등의 점오염원에 국한하여 수질관리를 시행하여 부분적으로 밖에 효과를 얻지 못하였다. 따라서 오염원에 대한 최적관리를 위해서는 유역의 토지특성 및 토양 형태에 따른 비점오염원에 대한 관리가 매우 중요하다. 본 연구에서는 유역의 특성별로 발생하는 오염원을 산정하기 위해 분포형 모형을 적용하였으며, 상세한 유역특성 자료를 구축하기 위해 GIS 기법을 응용하였다. 본 연구에서는 분포형 수질관리모형으로 연속 강우 사상에 대해 유역에서 발생하는 유출량 및 첨두유량, 유사량, 비점오염 부하량 등을 산정할 수 있는 AnnAGNPS 모형을 적용하였고, 모형내의 부모듈을 이용하여 입력자료를 생성 및 가공하여 적용하였다. 대상유역은 팔당호 유역권에 포함되는 복하천 유역을 선정하였으며, 1999년과 2000년 호우기의 각각 2개의 강우 사상을 적용하였다. 우선 강우시 유역에서 발생하는 유출량을 모의하고, 이를 복하교 지점의 실측유량자료와 비교, 보정하여 모형의 입력 매개변수를 조정하였으며, 이후 토사발생량과 오염부하량을 모의하였다 토사발생량의 경우는 실측값이 미비하여 비교분석은 못하였으나, 오염부하량의 경우 환경부에서 측정한 수질농도 자료를 이용하여 비교, 분석값을 제시하였다.

• 산업기술연구
• /
• 제25권B호
• /
• pp.27-35
• /
• 2005

Non-point source pollution, which is found in soil, urban area, and agricultural area, is difficult to have its amount to be estimated. Moreover, it is hard to come up with a counterplan to cope with this pollutant. Hence, the watershed of Mandae-cheon located at the upstream of Soyang Lake was chosen as our site of study. We analyzed the relationship between precipitation level of each month and pollution load in the watershed by using statistical methods: measuring BOD, T-N and T-P - which are the causes of eutrophication - in the water; and analyzing the changes in water quality caused by precipitation level of nth.

• 한국환경보건학회지
• /
• 제31권1호
• /
• pp.1-6
• /
• 2005

This study was conducted to identify the runoff characteristics of non-point source according to rainfall in Nam watershed. Land-uses of the Nam watershed were surveyed paddy field 4.5%, crop field 6.8%, mountainous 78.7%, urban 2.4%, and etc. 7.7%. Mean runoff coefficients in each area were observed Ⅰ area 0.08, Ⅱ area 0.08, and Ⅲ area 0.05. In the relationship between the rainfall and peak-flow, correlation coefficients(r) were investigated Ⅰ area -0.8609, Ⅱ area 0.6035, and Ⅲ area -0.4913. In the relationship between the antecedent dry period and first flow runoff, correlation coefficients(r) were investigated Ⅰ area -0.9093, Ⅱ area -0.1039, and Ⅲ area -0.7317. The discharge of pollutant concentrations relates to the flow rate of storm-water. In the relationship between the rainfall and watershed loading, exponent values of BOD, COD, SS, and T-N were estimated to 1.2751, 1.2003, 1.3744, and 1.1262, respectively.

• 한국방재학회:학술대회논문집
• /
• 한국방재학회 2008년도 정기총회 및 학술발표대회
• /
• pp.783-786
• /
• 2008

The main goal of this study is to understand the effects of direct-runoff of chemistry and organic fertilizers which are adsorbing to sediment from farmland and non-point source discharge characteristics which are discharged to stream with soil erosion when rainfalls. pollutographs of TSS, BOD, COD, TN, and TP were measured for 10 rainfall events at watershed. EMC (Event Mean Concentration) were calculated for each rainfall event using quality and quantity measured. The result shows that the EMC ranges of 95% confidence intervals are 50.5-203 mg/L for TSS, 0.8-14.2 mg/L for $BOD_5$, 4.2-20.7 mg/L for $COD_{Mn}$, 0.2-0.5 mg/L for TP, 2.4-4.5 mg/L for TN, 1.36-3.04 mg/L for NO3--N, 0.13-0.42 mg/L for NH4+-N and 0.82-1.77 mg/L for TKN.

• 생태와환경
• /
• 제34권3호통권95호
• /
• pp.215-222
• /
• 2001

본 연구에서는 비도시 유역에서 수질오염물질간의 상관관계를 알아보기 위하여 화옹간척지구의 상류 유역두 지점에서 1999견 강우시와 비강우시의 수질측정자료를 이용하여 오염물질간의 상관관계를 분석하였다. 비강우시에는 오염물질간 뚜렷한 상관관계를 확인하기 어려웠으나, 강우시에는 SS-TP, SS-COD, TP-COD사이에 높은 상관관계를 나타내었으며 TN과 다른 오염물질사이에는 일정한 경향을 나타내지 않았다. 오염물질간의회귀분석결과는 SS-TP, SS-COD사이에는 반 대수함수의 경향을 나타내고 유역특성에 영향을 받았으며, TP-COD는 선형함수의 경향을 나타내고 유역특성에 영향을 적게 받았다. 본 연구에서 발표한 수질오염물질 사이의 회귀식들은 유역의 특성에 영향을 받겠으나 화옹지구는 물론, 자료가 부족한 다른 비도시 유역에도 기본계획 단계에서는 사용이 가능할 것으로 판단된다.

• 한국수자원학회논문집
• /
• 제33권S1호
• /
• pp.1009-1014
• /
• 2000