DOI QR코드

DOI QR Code

Comparative Study on Evaluating Standard Flow in Partially Gauged and Ungauged Watershed

부분계측 및 미계측 유역에서 기준유량 산정 방법 비교 연구

  • Kim, Gyeonghoon (Nakdong River Environment Research Center, National Institute of Environmental Research) ;
  • Kim, Jeongmin (Nakdong River Environment Research Center, National Institute of Environmental Research) ;
  • Jeong, Hyunki (Nakdong River Environment Research Center, National Institute of Environmental Research) ;
  • Im, Taehyo (Nakdong River Environment Research Center, National Institute of Environmental Research) ;
  • Kim, Seongmin (Nakdong River Environment Research Center, National Institute of Environmental Research) ;
  • Kim, Yongseok (Nakdong River Environment Research Center, National Institute of Environmental Research) ;
  • Seo, Mijin (Nakdong River Environment Research Center, National Institute of Environmental Research)
  • 김경훈 (국립환경과학원 낙동강물환경연구소) ;
  • 김정민 (국립환경과학원 낙동강물환경연구소) ;
  • 정현기 (국립환경과학원 낙동강물환경연구소) ;
  • 임태효 (국립환경과학원 낙동강물환경연구소) ;
  • 김성민 (국립환경과학원 낙동강물환경연구소) ;
  • 김용석 (국립환경과학원 낙동강물환경연구소) ;
  • 서미진 (국립환경과학원 낙동강물환경연구소)
  • Received : 2019.06.19
  • Accepted : 2019.10.15
  • Published : 2019.11.30

Abstract

The Ministry of Environment has measured streamflow at eight-day intervals for the estimation of standard flow of the Total Maximum Daily Loads (TMDL) system. This study identified the availability of the partially measured the eight-day interval data for estimating standard flow and found the optimal extension techniques of standard flow. The study area was selected for the Nakbon-A watershed in the Nakdong River, and four streamflow record extension techniques of standard flow were considered: extension, percentile, drainagearea, and regional regression methods. The flow duration curve (FDC) using the eight-day interval streamflow data indicated very high Nash and Sutcliffe Efficiency (NSE) values above 90 % from FDC-II to FDC-VII compared to FDC-VIII, the standard FDC. This result demonstrates that FDC using daily data of three-six cumulative years could represent standard FDC fairly well. For the streamflow record extension techniques of standard flow, the percentile method was selected as the optimal alternative, showing the minimal difference from FDC-VIII. These results validate the availability of the eight-day interval streamflow data in the standard flow estimation and the application of extension techniques. It seems that these results could reduce the uncertainty of partially measured streamflow data for water quantity and quality management.

Keywords

References

  1. Baek, K. O. (2014). Comparative study on evaluating low-flow in ungauged watershed, Journal of the Korean Society of Safety, 29(1), 31-36. [Korean Literature] https://doi.org/10.14346/JKOSOS.2014.29.1.031
  2. Baek, K. O. and Yim, D. H. (2012). Extension techniques of 8 day interval recorded stream-flow, Journal of Korea Water Resources Association, 45(1), 91-99. [Korean Literature] https://doi.org/10.3741/JKWRA.2012.45.1.91
  3. Cho, T. G., Kim, Y. O., and Lee, K. S. (2007). Improving low flow estimating for ungauged basins in Korea, Journal of Korea Water Resources Association, 40(2), 113-124. [Korean Literature] https://doi.org/10.3741/JKWRA.2007.40.2.113
  4. Donigian, A. S. J., Imhoff, J. C., and Bicknell, B. R. (1983). Predicting water quality resulting from agricultural nonpoint-source pollution via simulation-HSPF, In Agricultural Management and Water Quality, Iowa State University Press, Iowa, 200-249.
  5. Gyeonggi Research Institute (GRI). (2010). Study on evaluating low flow in ungauged basin, Gyeonggi Research Institute, Policy Report 2010-33, 1-37. [Korean Literature]
  6. Hirsch, R. M. (1982). A comparison of four streamflow record extension techniques, Water Resources Research, 18(4), 1081-1088. https://doi.org/10.1029/WR018i004p01081
  7. Houck, O. A. (2002). The clean water act TMDL program: Law, policy, and implementation (2nd ed.), Washington, DC: Environmental Law Institute.
  8. Hwang, H. S., Rhee, H. P., Seo, J. Y., Choi, Y. J., Park, J. H., Shin, D. S., and Lee, S. J. (2018). Analysis of the difference of flow duration curve according to the cumulative variation of daily average flow in unit watershed for TPLCs, Journal of the Korean Society of Agricultural Engineers, 60(6), 97-109. [Korean Literature] https://doi.org/10.5389/KSAE.2018.60.6.097
  9. Hwang, H. S., Yoon, C. G., and Kim, J. T. (2010). Application load duration curve for evaluation of impaired watershed at TMDL unit watershed in Korea, Journal of Korean Society on Water Environment, 26(6), 903-909. [Korean Literature]
  10. Jung, Y. H. (2011). Estimating of ungauged watershed streamflow using downstream discharge data, Master's Thesis, Konkuk University, Seoul, Republic of Korea, 18-19. [Korean Literature]
  11. Kim, E. K., Ryu, J. C., Kim, H. T., Kim, Y. S., and Shin, D. S. (2015). Application of the load duration curve (LDC) to evaluate the achievement rate of target water quality in the han-river watersheds, Journal of Korean Society on Water Environment, 31(6), 732-738. [Korean Literature] https://doi.org/10.15681/KSWE.2015.31.6.732
  12. Kim G. H., Kwon, H. K., Ahn, J. M., Kim, S. H., Im, T. H., Shin, D. S., and Jung, K. Y. (2017a). Development of long term flow duration curves for the management of total maximum daily loads - in the Nakdong river basin -, Journal of Environmental Science International, 26(8), 939-953. [Korean Literature] https://doi.org/10.5322/JESI.2017.26.8.939
  13. Kim, G. H., Kwon, H. K., Im, T. H., Lee, G. D., Shin, D. S., and Na, S. M. (2017b). Construction of long-term load duration curve using MOVE.2 extension method and assessment of impaired waterbody by flow conditions, Journal of Korean Society on Water Environment, 33(1), 51-62. [Korean Literature] https://doi.org/10.15681/KSWE.2017.33.1.51
  14. Kim, K. H. (2008). Estimation for TMDLs design flow at ungaged small watershed, Ph. D. Dissertation, Gyeongsang National University, Seoul, Republic of Korea, 1-276. [Korean Literature]
  15. Kwon, P. J., Han, J. H., Ryu, J. C., Kim, H. T., Lim, K. J., and Kim, J. G. (2017). Influence analysis of temporal continuity change of flow data on load duration curve, Journal of Korean Society on Water Environment, 33(4), 394-402. [Korean Literature] https://doi.org/10.15681/KSWE.2017.33.4.394
  16. Lee, T. H., Lee, M. H., and Yi, J. E. (2016). Development of regional regression model for estimating flow duration curves in ungauged basins, Journal of the Korean Society of Civil Engineers, 36(3), 427-437. [Korean Literature] https://doi.org/10.12652/Ksce.2016.36.3.0427
  17. Ministry of Environment (ME). (2017). Public announcement of implementation standards, Ministry of Environment. [Korean Literature]
  18. Moriasi, D. N., Arnold, J. G., Van Liew, M. W., Bingner, R. L., Harmel, R. D., and Veith, T. L. (2007). Model evaluation guidelines for systematic quantification of accuracy in watershed simulations, American Society of Agricultural and Biological Engineers, 50(3), 885-900.
  19. Nash, J. E. and Sutcliffe, J. V. (1970). River flow forecasting through conceptual models part I : a discussion of principles, Journal of Hydrology, 10(3), 282-290. https://doi.org/10.1016/0022-1694(70)90255-6
  20. National Institute Environmental Research (NIER). (2016). A study on the establishment of management standards of total maximum daily loads for the major river basins(I), National Institute Environmental Research. [Korean Literature]
  21. Nevada. (2003). Load duration curve methodology for assessment and TMDL, Development Nevada Division of Environmental Protection. 1-3.
  22. Park, J. D. and Oh, S. Y. (2012). Methodology for the identification of impaired waters using LDC for the management of total maximum daily loads, Journal of Korean Society on Water Environment, 28(5), 693-703. [Korean Literature]
  23. Park, J. D., Oh, S. Y., and Choi, Y. H. (2012). Development of a flow duration curve with unit watershed flow data for the management of total maximum daily loads, Journal of Korean Society on Water Environment, 28(2), 224-231. [Korean Literature]
  24. Park, J. H., Hwang, H. S., Rhew, D. H., and Kwon O. S. (2012). Estimation of delivery ratio based on Basin/HSPF Model for total maximum daily load, Journal of Korean Society on Water Environment, 28(6), 833-842. [Korean Literature]
  25. Park, J. W., Kim, K. S., Hwang, K. S., Lee, Y. W., and Lim, B. J. (2013). Application of load duration curve and estimation of delivery ratio by flow durations using discharge-load rating curve at Jiseok stream watershed, Journal of Korean Society on Water Environment, 29(4), 523-530. [Korean Literature]
  26. Ries, K. G. and Friesz, P. J. (2000). Methods for estimating low-flow statistics for Massachusetts streams, Water-Resources Investigations Report 00-4135, United States Geological Survey North-borough, Massachusetts, 1-81.
  27. Singh, J., Knapp, H. V., and Demissie, M. (2004). Hydrologic modeling of the Iroquois river watershed using HSPF and SWAT, ISWS CR 2004-08, Champaign, Ill., Illinois State Water Survey.
  28. United States Environment Protection Agency (U.S. EPA.). (2007). An approach for using load duration curves in the development of TMDLs, EPA 841-B-07-0006, United States Environment Protection Agency, 1-68.
  29. Vogel, R. M. and Kroll, C. N. (1992). Regional geohydrologic-geomorphic relations for the estimation of low-flow statistics, Water Resources Research, 28(9), 2451-2458. https://doi.org/10.1029/92WR01007