• 환경영향평가
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• 제21권3호
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• pp.339-352
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• 2012

Total maximum daily load have been implemented and indicated that nonpoint discharge coeffients in flow duration curve were 0.50 of Normal flow duration ($Q_{185}$) and 0.15 of low flow duration($Q_{275}$). By using SWAT, nonpoint discharge coefficients are studied with the conditions of the instream flow and the rainfall in two study areas. The nonpoint discharge coefficient average of BOD and TP for normal flows duration in 3 years are 0.32~0.36 and 0.28~0.31. For the low flow duration, the nonpoint discharge coefficient avergae of BOD and TP were 0.10~0.12 and 0.10~0.11. These are lower than the coefficients of total maximum load regulation. There are big differences between one of regulation and one of SWAT for the normal flow duration. With the consideration of rainfall condition, the nonpoint discharge coefficient of flood flow duration are influenced on the amount of rainfalls. However, the nonpoint discharge coefficients of normal flow duration and low flow duration are not effected by the rainfall condition. Since the spatial distribution and geomorphological characteristics could be considered with SWAT, the estimation of nonpoint discharge coefficient in watershed model is better method than the use of the recommended number in the regulation.

• 한국물환경학회지
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• 제26권6호
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• pp.910-918
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• 2010

In recent years, riparian buffer system has been known as one of the effective best management practices. However, establishment of riparian buffer system in aspect of plant species and its position in the riparian buffer zone has not been investigated due to lack of efficient evaluation method for the analysis of water quality improvement with established riparian buffer system. To solve this problem, the SWAT-REMM prototype was developed by the researchers in Canada. But, SWAT-REMM model can not consider the $NO_3-N$ load into riparian buffer system through subsurface flow. Thus to solved this problem, Fortran code of SWAT-REMM model was modified. This modified SWAT-REMM system was applied to the Bonggok watershed. Three riparian buffer scenarios, 15 m, 10 m, 5 m width for tree and grass, were made to evaluate the effects of riparian buffer system on water quality improvement. Reduction efficiency of T-N by riparian buffer system of 15 m wide was the greatest (6 ~ 37%, depending on subwatershed characteristics) among 3 scenarios. It indicates that the reduction efficiency of T-N load has increasing-tendency, as buffer width increasing. The results obtained from the analysis showed that wide buffer zones are found to be more effective in reducing non-point pollutant than narrow buffer zones in the riparian buffer zone system. Hence, the SWAT-REMM model could be efficiently used for evaluation and design the most effective riparian buffer systems to reduce pollutant loads to the watershed although many limitations still exist in SWAT-REMM model.

• 한국수자원학회논문집
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• 제45권11호
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• pp.1121-1130
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• 2012

낙동강 미래 기후변화 시나리오 추출을 위해 CGHR(T63) 모형과 A1B 온실가스 배출시나리오를 통계적 규모내림방법으로 대상유역의 규모로 축소 변환한 후, 수문 수질의 거동변화 등의 영향을 모의하기 위해 SS와 T-P를 대상으로 SWAT 모델을 적용하였다. 과거 30년 자료와 비교한 결과, 지표유출은 지역에 따라 최대 60%까지, 오염배출부하는 TSS와 T-P의 경우 각각 35~45%, 5~20%정도 변화되어, 미래 기후변화로 인한 지표유출과 오염부하 배출은 향후 뚜렷한 증가가 예상된다. 또한, 그 증가 경향은 낙동강 하류지역보다 상류지역에 크게 나타나며 계절별로는 겨울과 봄철의 증가가 크고 먼 미래로 갈수록 증가하는 반면, 여름과 가을철에는 먼 미래로 갈수록 증가율이 감소하는 경향을 나타내어 갈수기 지표수 수질에 부정적인 영향을 미칠 것으로 예측된다.

• 대한토목학회논문집
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• 제34권3호
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• pp.795-804
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• 2014

본 연구에서는 앙상블유량예측기법과 SWAT 모형을 이용하여 안동댐의 2011년 7월~9월의 각 댐유입량 예측을 실행하였으며 월별 및 순별 분석을 수행하였다. 또한 정확한 분석을 위해 기상청의 월별 및 순별 강우예보자료를 이용한 가중값 부여방법을 사용하였다. 분석 결과 기상청에서 발표한 강우 예측 구간이 실제 강우 구간과 동일하면 PDF-Ratio 가중값 부여방법이 가장 높은 정확성을 보이며, 과거 강우발생 구간 통계 중 높은 구간이 실제 강우 구간과 동일하다면 수정 PDF-Ratio 가중값 부여방법이 가장 높은 정확성을 보였다. 이는 기상청 예측이 맞지 않은 경우에도 과거 강우발생 구간의 빈도에 따라 정확성을 높일 수 있을 것으로 판단된다. 반대로 기상청의 예측이 실제와 다르면서 과거 강우발생 구간 통계에서도 낮은 구간의 강우가 발생하면 균일 가중값 부여방법의 정확성이 가장 높게 분석되었다.

• 한국농공학회논문집
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• 제58권4호
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• pp.9-19
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• 2016

The objective of this study was to evaluate the applicability of SWAT (Soil and Water Assessment Tool) model for runoff estimation in the Nam river dam watershed. Input data for the SWAT model were established using spatial data (land use, soil, digital elevation map) and weather data. The SWAT model was calibrated and validated using observed runoff data from 2003 to 2014 for three stations (Sancheong, Shinan, Changchon) within the study watershed. The $R^2$ (Determination Coefficient), RMSE (Root Mean Square Error), NSE (Nash-Sutcliffe efficiency coefficient), and RMAE (Relative Mean Absolute Error) were used to evaluate the model performance. Parameters for runoff calibration were selected based on user's manual and references and trial and error method was applied for parameter calibration. Calibration results showed that annual mean runoff were within ${\pm}5%$ error compared to observed. $R^2$ were ranged 0.64 ~ 0.75, RMSE were 2.51 ~ 4.97 mm/day, NSE were 0.48 ~ 0.65, and RMAE were 0.34 ~ 0.63 mm/day for daily runoff, respectively. The runoff comparison for three stations showed that annual runoff was higher in Changchon especially summer and winter seasons. The flow exceedance graph showed that Sancheong and Shinan stations were similar while Changchon was higher in entire fraction.

• 환경영향평가
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• 제17권4호
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• pp.243-253
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• 2008

The purpose of this study was to simulate the reduction effect of soil loss in the Yongdam reservoir watershed using SWAT model. To evaluate accuracy for flow and sediment yield of SWAT model, calibration was performed for the period from Jan. 2002 to Dec. 2003, and the verification for Jan. 2005 to Dec. 2005. The calibration and the verification were carried out using data observed at the Cheoncheon gaging station. The $R^2$ and EI values in terms of a flow were 0.8 and 0.78 respectively for calibration, whereas they for verification were 0.88 and 0.86 respectively. In terms of a sediment yield, they were 0.7 and 0.48 respectively for calibration, whereas for verification were 0.64 and 0.54 respectively. As a results from model simulation, annual mean soil loss rates in terms of forest, paddy and upland were 0.02 ton/ha/yr, 0.15 ton/ha/yr and 7.58 ton/ha/yr, respectively. The results show that the land use type of a upland has more significant impact on a total soil loss as well as a sediment yield than other types of land use. The sediment delivery ratio was determined to be about 0.35. In this study 2 land cover change scenarios for upland area were considered. These scenarios were used an input to SWAT model in order to evaluate their impact on soil loss and sediment delivery. The results show that a reduction of the upland area would reduce the soil loss and sediment yield.

• 한국농공학회논문집
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• 제59권3호
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• pp.41-50
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• 2017

The purpose of this study were to evaluate the effect of best management practices (BMPs) of Haean highland agricultural catchment ($62.8km^2$) under future climate change using SWAT (Soil and Water Assessment Tool). Before future evaluation, the SWAT was setup using 3 years (2009~2011) of observed daily streamflow, suspended solid (SS), total nitrogen (T-N), and total phosphorus (T-P) data at three locations of the catchment. The SWAT was calibrated with average 0.74 Nash and Sutcliffe model efficiency for streamflow, and 0.78, 0.63, and 0.79 determination coefficient ($R^2$) for SS, T-N, and T-P respectively. Under the HadGEM-RA RCP (Representative Concentration Pathway) 4.5 and 8.5 scenarios, the future precipitation and maximum temperature showed maximum increases of 8.3 % and $4.2^{\circ}C$ respectively based on the baseline (1981~2005). The future 2040s and 2080s hydrological components of evapotranspiration, soil moisture, and streamflow showed changes of +3.2~+17.2 %, -0.1~-0.7 %, and -9.1~+8.1 % respectively. The future stream water quality of suspended solid (SS), total nitrogen (T-N), and total phosphorus (T-P) showed changes of -5.8~+29.0 %, -4.5~+2.3 %, and +3.7~+17.4 % respectively. The future SS showed wide range according to streamflow from minus to plus range. We can infer that this was from the increase of long-term rainfall variability in 2040s less rainfalls and 2080s much rainfalls. However, the results showed that the T-P was the future target to manage stream water quality even in 2040s period.

• 한국농공학회논문집
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• 제59권6호
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• pp.9-18
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• 2017

The objective of this study was to estimate the climate change impact on inflow to Namgang Dam using SWAT (Soil and Water Assessment Tool) model. The SWAT model was calibrated and validated using observed flow data from 2003 to 2014 for the study watershed. The $R^2$ (Determination Coefficient), RMSE (Root Mean Square Error), NSE (Nash-Sutcliffe efficiency coefficient), and RMAE (Relative Mean Absolute Error) were used to evaluate the model performance. Calibration results showed that the annual mean inflow were within ${\pm}5%$ error compared to the observed. $R^2$ were ranged 0.61~0.87, RMSE were 1.37~7.00 mm/day, NSE were 0.47~0.83, and RMAE were 0.25~0.73 mm/day for daily runoff, respectively. Climate change scenarios were obtained from the HadGEM3-RA. The quantile mapping method was adopted to correct bias that is inherent in the climate change scenarios. Based on the climate change scenarios, calibrated SWAT model simulates the future inflow and evapotranspiration for the study watershed. The expected future inflow to Namgang dam using RCP 4.5 is increasing by 4.8 % and RCP 8.5 is increasing by 19.0 %, respectively. The expected future evapotranspiration for Namgang dam watershed using RCP 4.5 is decreasing by 6.7 % and RCP 8.5 is decreasing by 0.7 %, respectively.

• 대한환경공학회지
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• 제36권8호
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• pp.521-527
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• 2014

본 연구의 목적은 필지 단위 최적관리기법 적용 효과를 분석할 수 있는 HRSM4BMP 모형을 유역단위로 모의할 수 있도록 모형을 개선하는 것이며 이를 실제 유역에 적용하여 평가하는 것이다. 따라서 HRSM4BMP 모형을 유역단위로 모의할 수 있도록 하기 위해 전처리 프로세서와 후처리 프로세서 모듈을 개발하였고 유역단위 유출량 및 유사량 모의에 많이 사용되고 있는 SWAT모형의 하천 하도추적과정과 HRSM4BMP 모형을 연계하였다. 이렇게 개선된 HRSM4BMP 모형을 강원도 양구군 해안면 유역 내 14번 소유역에 2 m의 초생대 최적관리기법 적용에 따른 유역단위 저감효과를 모의하였다. 그 결과, 14번 소유역에서는 약 280 ton (5%)의 유사가 저감되었으며 유역 말단인 43번 소유역에서 초생대 적용 후 약 223 ton (4%)의 저감 효과가 있는 것으로 분석되었다. 본 연구의 결과는 향후 우리나라 유역단위 BMPs 설치 장기 계획에 있어 매우 유용하게 사용될 수 있을 것이라 판단된다.

• 대한토목학회논문집
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• 제35권6호
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• pp.1259-1267
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• 2015

우리나라에서는 기존에 경험하지 못한 농촌의 지하수 개발문제가 새로운 도전으로 대두되고 있다. 이른바 수막재배(Water Curtain Cultivation : WCC)라 불리우는 동절기 농업활동이 주된 이슈이다. 본 연구에서는 대상지역인 충북 청원군 수막재배지역내 충적대수층의 물수지를 검증하기 위해 3차원 유한차분모형인 MODFLOW를 구축하였다. 세계적인 추세인 학제간 융합방식을 현장규모에 맞게 도입한 지하수 모델링을 수행하였고, 특히 정밀한 지하수 함양량의 입력을 위해 SWAT모형을 이용한 소유역 지하수 함양량을 계산하였으며 양질의 현장자료를 기반으로 모형의 신뢰성을 확보하기 위한 검보정이 진행되었다. 본 연구의 목표는 하천의 보와 배수 시스템과 같은 인위적인 경계조건하에서 지하수 양수가 진행될 때 하천과 대수층의 다양한 상호작용을 모의하는 것이다. 또한 부지내의 누적 물수지의 계절변화를 분석함으로써 지하수 고갈과 회복량을 정량화할 수 있었다.