다목적 댐 및 다기능 보 운영을 고려한 대유역 SWAT 모형 구축기법 연구 - 남한강 유역을 대상으로 -
Large Scale SWAT Watershed Modeling Considering Multi - purpose Dams and Multi - function Weirs Operation - For Namhan River Basin -
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초록
This study is to evaluate the applicability of SWAT (Soil and Water Assessment Tool) model for multi-purpose dams and multi-function weirs operationin Namhan river basin (12,577 km²) of South Korea. The SWAT was calibrated (2005 ∼ 2009) and validated (2010 ∼ 2014) considering of 4multi-purpose dams and 3 multi-function weirs using daily observed dam inflow and storage, evapotranspiration, soil moisture, and groundwater leveldata. Firstly, the dam inflow was calibrated by the five steps; (step 1) the physical rate between total runoff and evapotranspiration was controlled byESCO, (step 2) the peak runoff was calibrated by CN, OV_N, and CH_N, (step 3) the baseflow was calibrated by GW_DELAY, (step 4) the recessioncurve of baseflow was calibrated by ALPHA_BF, (step 5) the flux between lateral flow and return flow was controlled by SOL_AWC and SOL_K, and(step 6) the flux between reevaporation and return flow was controlled by REVAPMN and GW_REVAP. Secondly, for the storage water levelcalibration, the SWAT emergency and principle spillway were applied for water level from design flood level to restricted water level for dam and frommaximum to management water level for weir respectively. Finally, the parameters for evapotranspiration (ESCO), soil water (SOL_AWC) andgroundwater level fluctuation (GWQMN, ALPHA_BF) were repeatedly adjusted by trial error method. For the dam inflow, the determination coefficientR² was above 0.80. The average Nash-Sutcliffe efficiency (NSE) was from 0.59 to 0.88 and the RMSE was from 3.3 mm/day to 8.6 mm/day respectively. For the water balance performance, the PBIAS was between 9.4 and 21.4 %. For the dam storage volume, the R² was above 0.63 and the PBIAS wasbetween 6.3 and 13.5 % respectively. The average R² for evapotranspiration and soil moisture at CM (Cheongmicheon) site was 0.72 and 0.78, and theaverage R² for groundwater level was 0.59 and 0.60 at 2 YP (Yangpyeong) sites.
Abstract
This study is to evaluate the applicability of SWAT (Soil and Water Assessment Tool) model for multi-purpose dams and multi-function weirs operationin Namhan river basin (12,577 km²) of South Korea. The SWAT was calibrated (2005 ∼ 2009) and validated (2010 ∼ 2014) considering of 4multi-purpose dams and 3 multi-function weirs using daily observed dam inflow and storage, evapotranspiration, soil moisture, and groundwater leveldata. Firstly, the dam inflow was calibrated by the five steps; (step 1) the physical rate between total runoff and evapotranspiration was controlled byESCO, (step 2) the peak runoff was calibrated by CN, OV_N, and CH_N, (step 3) the baseflow was calibrated by GW_DELAY, (step 4) the recessioncurve of baseflow was calibrated by ALPHA_BF, (step 5) the flux between lateral flow and return flow was controlled by SOL_AWC and SOL_K, and(step 6) the flux between reevaporation and return flow was controlled by REVAPMN and GW_REVAP. Secondly, for the storage water levelcalibration, the SWAT emergency and principle spillway were applied for water level from design flood level to restricted water level for dam and frommaximum to management water level for weir respectively. Finally, the parameters for evapotranspiration (ESCO), soil water (SOL_AWC) andgroundwater level fluctuation (GWQMN, ALPHA_BF) were repeatedly adjusted by trial error method. For the dam inflow, the determination coefficientR² was above 0.80. The average Nash-Sutcliffe efficiency (NSE) was from 0.59 to 0.88 and the RMSE was from 3.3 mm/day to 8.6 mm/day respectively. For the water balance performance, the PBIAS was between 9.4 and 21.4 %. For the dam storage volume, the R² was above 0.63 and the PBIAS wasbetween 6.3 and 13.5 % respectively. The average R² for evapotranspiration and soil moisture at CM (Cheongmicheon) site was 0.72 and 0.78, and theaverage R² for groundwater level was 0.59 and 0.60 at 2 YP (Yangpyeong) sites.
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