L-THIA를 이용한 낙동강수계 임하댐유역 비점오염원의 공간적 분포해석 (Spatial Analysis of Nonpoint Source Pollutant Loading from the Imha dam Watershed using L-THIA)

서지정보

· 발행기관 : 한국농공학회
· 수록지 정보 : 한국농공학회논문집 / 55권 / 1호 / 17 ~ 29페이지
· 저자명 : 전지홍, 김태동, 최동혁, 다니엘차

초록

Long-Term Hydrologic Impact Assessment (L-THIA) model which is a distributed watershed model was applied to analyze thespatial distribution of surface runoff and nonpoint source pollutant loading from Imha watershed during 2001～2010. L-THIA CNCalibration Tool linked with SCE-UA was developed to calibrate surface runoff automatically. Calibration (2001～2005) and validation(2006～2010) of monthly surface runoff were represented as ‘very good’ model performance showing 0.91 for calibration and 0.89for validation as Nash-Sutcliffe (NS) values. Average annual surface runoff from Imha watershed was 218.4 mm and Banbyunsubwatershed was much more than other watersheds due to poor hydrologic condition. Average annual nonpoint source pollutantloading from Imha wateshed were 2,295 ton/year for BOD5, 14,752 ton/year for SS, 358 ton/year for T-N, and 79 ton/year for T-P.
Amount of pollutant loading and pollutant loading rates from Banbyun watershed were much higher than other watersheds. As resultsof analysis of loading rate from grid size (30 m×30 m), most of high 10 % of loading rate were generated from upland. Therefore,major hot spot area to manage nonpoint source pollution in Imha watershed is the combination of upland and Banbyun subwatershed.
L-THIA model is easy to use and prepare input file and useful tool to manage nonpoint source pollution at screening level.

영어초록

Long-Term Hydrologic Impact Assessment (L-THIA) model which is a distributed watershed model was applied to analyze thespatial distribution of surface runoff and nonpoint source pollutant loading from Imha watershed during 2001～2010. L-THIA CNCalibration Tool linked with SCE-UA was developed to calibrate surface runoff automatically. Calibration (2001～2005) and validation(2006～2010) of monthly surface runoff were represented as ‘very good’ model performance showing 0.91 for calibration and 0.89for validation as Nash-Sutcliffe (NS) values. Average annual surface runoff from Imha watershed was 218.4 mm and Banbyunsubwatershed was much more than other watersheds due to poor hydrologic condition. Average annual nonpoint source pollutantloading from Imha wateshed were 2,295 ton/year for BOD5, 14,752 ton/year for SS, 358 ton/year for T-N, and 79 ton/year for T-P.
Amount of pollutant loading and pollutant loading rates from Banbyun watershed were much higher than other watersheds. As resultsof analysis of loading rate from grid size (30 m×30 m), most of high 10 % of loading rate were generated from upland. Therefore,major hot spot area to manage nonpoint source pollution in Imha watershed is the combination of upland and Banbyun subwatershed.
L-THIA model is easy to use and prepare input file and useful tool to manage nonpoint source pollution at screening level.

참고자료

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