Journal of Korean Society on Water Environment (한국물환경학회지)

Korean Society on Water Environment (한국물환경학회)
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Evaluation of Effects on SWAT Simulated Hydrology and Sediment Behaviors of SWAT Watershed Delineation using SWAT ArcView GIS Extension Patch

SWAT ArcView GIS Extension Patch를 이용한 소유역 분할에 따른 수문 및 유사 거동에 미치는 영향 평가

  • Heo, Sunggu (Division of Agricultural Engineering, Kangwon University) ;
  • Kim, Namwon (Korea Institute of Construction Technology) ;
  • Park, Younshik (Division of Agricultural Engineering, Kangwon University) ;
  • Kim, Jonggun (Division of Agricultural Engineering, Kangwon University) ;
  • Kim, Seong-joon (Department of Rural Engineering, Konkuk University) ;
  • Ahn, Jaehun (National Institute of Highland Agriculture, Rural Development Administration) ;
  • Kim, Ki-sung (Division of Agricultural Engineering, Kangwon University) ;
  • Lim, Kyoung Jae (Division of Agricultural Engineering, Kangwon University)
  • Received : 2007.11.19
  • Accepted : 2008.01.21
  • Published : 2008.03.30
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Abstract

Because of increased nonpoint source runoff potential at highland agricultural fields of Kangwon province, effective agricultural management practices are required to reduce the inflow of sediment and other nonpoint source pollutants into the water bodies. The watershed-scale model, Soil and Water Assessment Tool (SWAT), model has been used worldwide for developing effective watershed management. However, the SWAT model simulated sediment values are significantly affected by the number of subwatershed delineated. This result indicates that the SWAT estimated watershed characteristics from the watershed delineation process affects the soil erosion and sediment behaviors. However, most SWAT users do not spend time and efforts to analyze variations in sediment estimation due to watershed delineation with various threshold value although topography falsification affecting soil erosion process can be caused with watershed delineation processes. The SWAT model estimates the field slope length of Hydrologic Response Unit (HRU) based on average slope of subwatershed within the watershed. Thus the SWAT ArcView GIS Patch, developed by using the regression relationship between average watershed slope and field slope length, was utilized in this study to compare the simulated sediment from various watershed delineation scenarios. Four watershed delineation scenarios were made with various threshold values (700 ha, 300 ha, 100 ha, and 75 ha) and the SWAT estimated flow and sediment values were compared with and without applying the SWAT ArcView GIS Patch. With the SWAT ArcView GIS Patch applied, the simulated flow values are almost same irrespective of the number of subwatershed delineated while the simulated flow values changes to some extent without the SWAT ArcView GIS Patch applied. However when the SWAT ArcView GIS Patch applied, the simulated sediment values vary 9.7% to 29.8% with four watershed delineation scenarios, while the simulated sediment values vary 0.5% to 126.6% without SWAT ArcView GIS applied. As shown, the SWAT estimated flow and sediment values are not affected by the number of watershed delineation significant compared with the estimated flow and sediment value without applying the SWAT ArcView GIS Patch.

Keywords

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