• Title/Summary/Keyword: SWAT-K모형

Search Result 241, Processing Time 0.026 seconds

Impact of Climate Change on Runoff in Namgang Dam Watershed (남강댐 유역에서의 기후변화에 대한 유출 영향)

  • Lee, Jong-Mun;Kim, Young-Do;Kang, Boo-Sik;Yi, Hye-Suk
    • Journal of Korea Water Resources Association
    • /
    • v.45 no.6
    • /
    • pp.517-529
    • /
    • 2012
  • Climate change can impact hydrologic processes of a watershed system. The integrated modeling systems need to be built to predict and analyze the possible impacts of climate change on water environment for the optimal water resource operation and management. In this study, Namgang Dam watershed in the Nakdong River basin was selected as a study area. To evaluate the vulnerability of Namgang Dam watershed caused by climate change, the change in hydrologic runoff were predicted using the watershed model, SWAT. The RCM scenario was analyzed and downscaled using the artificial neural network and the dynamic quantile mapping. The results of this study will be utilized for suggesting an effective counterplan for climate change, and finally to propose the optimal water resource management method.

Comparison of SWAT-K and HSPF for Hydrological Components Modeling in the Chungju Dam Watershed (충주댐 유역의 SWAT-K와 HSPF모형에 의한 수문성분 모의특성 비교 분석)

  • Kim, Nam-Won;Shin, Ah-Hyun;Kim, Chul-Gyum
    • Journal of Environmental Science International
    • /
    • v.18 no.6
    • /
    • pp.609-619
    • /
    • 2009
  • SWAT-K model is a modified version of the original SWAT, and is known to more accurately estimate the streamflows and pollutant loadings in Korean watersheds. In this study, its hydrological components were compared with those of HSPF in order to analyse the differences in total runoff including evapotranspiration(ET), surface flow, lateral flow and groundwater flow from the Chungju Dam watershed during $2000{\sim}2006$. Averaged annual runoff with SWAT-K overestimated by 1%, and HSPF underestimated it by 3% than observed runoff. Determination coefficients($R^2$) for observed and simulated daily streamflows by both the models were relatively good(0.80 by SWAT-K and 0.82 by HSPF). Potential ET and actual ET by HSPF were lower in winter, but similar or higher than those by SWAT-K. And though there were some differences in lateral and groundwater flows by two models because of the differences in hydrological algorithms, the results were to be reasonable. From the results, it was suggested that we should utilize a proper model considering the characteristic of study area and purposes of the model application because the simulated results from same input data could be different with models used. Also we should develop a novel model appropriate to Korean watersheds by enhancing limitations of the existing models in the future.

Determination of Instreamflow Requirement for Upstream Urban Watershed Using SWAT Model (SWAT 모형을 이용한 도시하천 상류유역의 하천유지유량 산정방안)

  • Lee Kil-Seong;Chung Eun-Sung;Shin Mun-Ju;Kim Young-Oh
    • Journal of Korea Water Resources Association
    • /
    • v.39 no.8 s.169
    • /
    • pp.703-716
    • /
    • 2006
  • The flow duration curves in the present and the ideal hydrologic cycle were derived using SWAT model. The present situation is the landuse and the groundwater withdrawal in the year of 2000 and the ideal situation is the landuse of 1975 and no groundwater withdrawal. These results were compared with the previous instream flow requirements which are the larger flow between the average drought flow and environmental control flow. As a result, the present and ideal drought flows of Ojeoncheon, Hakuicheon, Samseongcheon, and Sammakcheon, were the same and the drought flows of Samseongcheon and Sammakcheon were even zero since the baseflow is very little due to the small and mountainous watersheds. The previous instream flow requirement for the riverine function is also larger than the low flow of the ideal hydrologic cycle. The present method to set the instream flow requirement is not proper for the small mountainous watershed since it can be usually overestimated and drive the artificial measures to secure the streamflow Therefore, another method should be developed such as the low flow and the average flow between the drought flow and the low flow of the ideal hydrologic cycle using the proper hydrologic simulation model such as SWAT which can consider the landuse.

Improvement of Channel Water Quality Module in SWAT (SWAT 모형의 하도 수질 모듈의 개선)

  • Kim, Nam-Won;Shin, Ah-Hyun
    • Journal of Korean Society on Water Environment
    • /
    • v.25 no.6
    • /
    • pp.902-909
    • /
    • 2009
  • With various reservoirs, dams and reduction of water velocity in downstream, rivers in Korea often have characteristics of accumulation of pollutants. Therefore, the main focus of water quality modeling in Korea needs to be shifted from DO to algae and organic matter. Moreover the structures of water quality models should be modified to have capability of simulating BOD which is a key factor of total water pollution load management in Korea as laboratory experiment BOD (Bottle $BOD_5$). In the SWAT model which is one of the widely used water quality models in Korea, the channel water quality module is using main algorithm of the QUAL2E model which has limitations in simulating algae, organic matter and Bottle BOD5 etc. To overcome this hindrance, in this study, the improved channel water quality module of the SWAT model (Q-SWAT) was proposed by linking the algorithms of the QUAL-NIER model which was developed based on the QUAL2E model to the SWAT model. The algorithms estimating the increase of internal organic matter by fractionization algal metabolism process and calculating Bottle $BOD_5$ were added and the results of proposed model were compared to those of the original SWAT model. The results of comparison test are showing that more accurate BOD values can be obtained with the Q-SWAT model and it is anticipated that the Q-SWAT model can be used as an effective tool of decision support through the water quality simulation and long term pollution source analysis.

Development and Application of the SWAT HRU Mapping Module for Estimation of Groundwater Pollutant Loads for Each HRU in the SWAT Model (SWAT HRU별 지하수 오염부하량 산정을 위한 SWAT HRU Mapping Module 개발 및 적용)

  • Ryu, Ji Chul;Mun, Yuri;Moon, Jongpil;Kim, Ik Jae;Ok, Yong Sik;Jang, Won Seok;Kang, Hyunwoo;Lim, Kyoung Jae
    • Journal of Environmental Policy
    • /
    • v.10 no.1
    • /
    • pp.49-70
    • /
    • 2011
  • The numerous efforts have been made in understanding generation and transportation mechanism of nonpoint source pollutants from agricultural areas. Also, the water quality degradation has been exacerbated over the years in many parts of Korea as well as other countries. Nonpoint source pollutants are transported into waterbodies with direct runoff and baseflow. It has been generally thought that groundwater quality is not that severe compared with surface water quality. However its impacts on groundwater in the vicinity of stream quality is not negligible in agricultural areas. The SWAT model has been widely used in hydrology and water quality studies worldwide because of its flexibilities and accuracies. The spatial property of each HRU, which is the basic computational element, is not presented. Thus, the SWAT HRU mapping module was developed in this study and was applied to the study watershed to evaluate recharge rate and $NO_3-N$ loads in groundwater. The $NO_3-N$ loads in groundwater on agricultural fields were higher than on forests because of commercial fertilizers and manure applied in agricultural fields. The $NO_3-N$ loads were different among various crops because of differences in crop nutrient uptake, amount of fertilizer applied, soil properties in the field. As shown in this study, the SWAT HRU mapping module can be efficiently used to evaluate the pollutant contribution via baseflow in agricultural watershed.

  • PDF

Watershed Modeling for Assessing Climate Change Impact on Stream Water Quality of Chungju Dam Watershed (<2009 SWAT-KOREA 컨퍼런스 특별호 논문> 기후변화가 충주댐 유역의 하천수질에 미치는 영향평가를 위한 유역 모델링)

  • Park, Jong-Yoon;Park, Min-Ji;Ahn, So-Ra;Kim, Seong-Joon
    • Journal of Korea Water Resources Association
    • /
    • v.42 no.10
    • /
    • pp.877-889
    • /
    • 2009
  • This study is to assess the future potential impact of climate change on stream water quality for a 6,581.1 km$^2$ dam watershed using SWAT (Soil and Water Assessment Tool) model. The ECHAM5-OM climate data of IPCC (The Intergovernmental Panel on Climate Change) A2, A1B, and B1 emission scenarios were adopted and the future data (2007-2099) were corrected using 30 years (1977-2006, baseline period) weather data and downscaled by Change Factor (CF) method. After model calibration and validation using 6 years (1998-2003) observed daily streamflow and monthly water quality (SS, T-N, and T-P) data, the future (2020s, 2050s and 2080s) hydrological behavior and stream water quality were projected.

Application of SWAT Model on Rivers in Jeju Island (제주도 하천에 대한 SWAT 모형의 적응)

  • Jung, Woo-Yul;Yang, Sung-Kee
    • Journal of Environmental Science International
    • /
    • v.17 no.9
    • /
    • pp.1039-1052
    • /
    • 2008
  • The SWAT model developed by the USDA-Agricultural Research service for the prediction of rainfall run-off, sediment, and chemical yields in a basin was applied to Jeju Island watershed to estimate the amount of runoff. The research outcomes revealed that the estimated amount of runoff for the long term on 2 water-sheds showed fairly good performance by the long-term daily runoff simulation. The watershed of Chunmi river located the eastern region in Jeju Island, after calibrations of direct runoff data of 2 surveys, showed the similar values to the existing watershed average runoff rate as 22% of average direct runoff rate for the applied period. The watershed of Oaedo river located the northern region showed $R^2$ of 0.93, RMSE of 14.92 and ME of 0.70 as the result of calibrations by runoff data in the occurrence of 7 rainfalls.

Inter-basin water transfer modeling from Seomjin river to Yeongsan river using SWAT (SWAT을 이용한 섬진강에서 영산강으로의 유역간 물이동 모델링)

  • Kim, Yong Won;Lee, Ji Wan;Woo, So Young;Kim, Seong Joon
    • Journal of Korea Water Resources Association
    • /
    • v.53 no.1
    • /
    • pp.57-70
    • /
    • 2020
  • This study is to establish the situation of inter-basin transfer from Seomjin river basin to Yeongsan river basin using SWAT (Soil and Water Assessment Tool). Firstly, the SWAT modeling was conducted for each river basin. After, the inter-basin transfer was established using SWAT reservoir operating parameters WURESN (Water Use Reservoir Withdrawn) and inlet function from Juam dam of Seomjin river basin to Gwangju stream of Yeongsan river basin respectively. Each river basin was calibrated and validated using 13 years (2005~2017) data of Seomjin- Juam dam reservoir storage (JAD), release, transfer and Yeongsan-Mareuk (MR) stream gauge station. The results of root mean square error RMSE, Nash-Sutcliffe efficiency NSE, and determination coefficient R2 of JAD were 2.22 mm/day, 0.62 and 0.86 respectively. The RMSE, NSE, and R2 of MR were 1.38 mm/day, 0.69 and 0.84 respectively. To evaluate the downstream effects by the transferred water, the water levels of 2 multi-function weirs (SCW, JSW) in Yeongsan river basin and the Gokseong (GS) and Gurye (GR) stream gauge stations in Seomjin river basin were also calibrated. The RMSE, NSE, and R2 of SCW, JSW, GS and GR were 1.49~2.49 mm/day, 0.45~0.76, 0.81~0.90 respectively.

A Study on Drought Prediction and Diffusion of Water Supply Intake Source Using SWAT Model (SWAT 모형을 이용한 상수도 취수원의 가뭄 예측 및 확산 연구)

  • Choi, Jung Ryel;Jo, Hyun Jae;La, Da Hye;Kim, Ji Tae
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.39 no.6
    • /
    • pp.743-750
    • /
    • 2019
  • Most of the water supply facilities that use rivers as sources do not have monitoring facilities such as precipitation and stream flow measurement, and there is no judgment standard for drought response such as water intake control in river flow during dry season. In addition, it was confirmed that local government officials, who deal with actual drought work, have limitations in applying the drought index (SPI, PDSI, etc.) and diffusion models that have been proposed so far in advance. Therefore, in this study, the drought prediction system was constructed to determine the number of water-intake available days using SWAT (Soil and Water Assessment Tool) and the water supply network from the intake source to the beneficiary area, suggesting the drought spreading time and space.

Estimation of baseflow considering recession characteristics of hydrograph (수문곡선의 감수부 특성을 고려한 기저유출 산정)

  • Jung, Younghun;Lim, Kyoung Jae;Kim, Hungsoo
    • Journal of Wetlands Research
    • /
    • v.16 no.2
    • /
    • pp.161-171
    • /
    • 2014
  • Recession of hydrograph gives a significant contribution to estimation of baseflow using rainfall-runoff models and baseflow separation methods, because recession affects baseflow. This study attempted to enhance the accuracy of streamflow predictions using a Soil and Water Assessment Tool (SWAT) model and to separate baseflow from the predicted streamflow. For this, this study used two scenarios: 1) to calibrate eleven parameters using an auto-calibration tool with the alpha factor obtained from RECESS (S1); and 2) to calibrate twelve SWAT parameters including alpha factor (one of SWAT parameters) using an auto-calibration tool (S2). Then, baseflow spearation from the predicted streamflow was conducted by using Web-based Hydrograph Analysis Tool (WHAT). The results show that there is no significant difference between Nash-Sutcliffe efficiency (NSE) values of S1 and S2 for calibrations to streamflow. However, calibrations to baseflow showed that NSEs are 0.777 for S1 and 0.844 for S2, which means a significant difference. Quantitatively compared to the observed streamflow, relative errors were 20.78 % for S1 and 6.59 % for S2. Finally, this study showed the importance of recession in baseflow separated from the predicted streamflow using a rainfall-runoff model.