DOI QR코드

DOI QR Code

Application of Bayesian Approach to Parameter Estimation of TANK Model: Comparison of MCMC and GLUE Methods

TANK 모형의 매개변수 추정을 위한 베이지안 접근법의 적용: MCMC 및 GLUE 방법의 비교

  • Kim, Ryoungeun (Division of Earth Environmental System Science (Major of Environmental Engineering), Pukyong National University) ;
  • Won, Jeongeun (Division of Earth Environmental System Science (Major of Environmental Engineering), Pukyong National University) ;
  • Choi, Jeonghyeon (Division of Earth Environmental System Science (Major of Environmental Engineering), Pukyong National University) ;
  • Lee, Okjeong (Department of Environmental Engineering, Pukyong National University) ;
  • Kim, Sangdan (Department of Environmental Engineering, Pukyong National University)
  • 김령은 (부경대학교 지구환경시스템과학부 (환경공학전공)) ;
  • 원정은 (부경대학교 지구환경시스템과학부 (환경공학전공)) ;
  • 최정현 (부경대학교 지구환경시스템과학부 (환경공학전공)) ;
  • 이옥정 (부경대학교 환경공학과) ;
  • 김상단 (부경대학교 환경공학과)
  • Received : 2020.05.06
  • Accepted : 2020.07.09
  • Published : 2020.07.30

Abstract

The Bayesian approach can be used to estimate hydrologic model parameters from the prior expert knowledge about the parameter values and the observed data. The purpose of this study was to compare the performance of the two Bayesian methods, the Metropolis-Hastings (MH) algorithm and the Generalized Likelihood Uncertainty Estimation (GLUE) method. These two methods were applied to the TANK model, a hydrological model comprising 13 parameters, to examine the uncertainty of the parameters of the model. The TANK model comprises a combination of multiple reservoir-type virtual vessels with orifice-type outlets and implements a common major hydrological process using the runoff calculations that convert the rainfall to the flow. As a result of the application to the Nam River A watershed, the two Bayesian methods yielded similar flow simulation results even though the parameter estimates obtained by the two methods were of somewhat different values. Both methods ensure the model's prediction accuracy even when the observed flow data available for parameter estimation is limited. However, the prediction accuracy of the model using the MH algorithm yielded slightly better results than that of the GLUE method. The flow duration curve calculated using the limited observed flow data showed that the marginal reliability is secured from the perspective of practical application.

Keywords

References

  1. Abbaspour, K., Yang, J. Maximov, I., Siber, R., Bogner, K, Mieleitner, J., and Srinivasan, R. (2007). Modelling hydrology and water quality in the pre-Alpine/Alpine thur watershed using SWAT, Journal of Hydrology, 333, 413-430. https://doi.org/10.1016/j.jhydrol.2006.09.014
  2. Bergstrom, S. (1976). Development and application of a conceptual runoff model for Scandinavian catchments, SMHI Report RHO 7, Norrkoping, 134.
  3. Bernardo, J. and Smith, A. (1994). Bayesian Theory, Wiley Chichester.
  4. Beven, K. (2019). Validation and Equifinality, In: Beisbart C., Saam N. (eds) Computer Simulation Validation. Simulation Foundations, Methods and Applications. Springer, Cham.
  5. Beven, K. and Binley, A. (1992). The future of distributed models: model calibration and uncertainty prediction, Hydrological Process, 6, 279-298. https://doi.org/10.1002/hyp.3360060305
  6. Campbell, E., Fox, D., and Bates, B. (1999). A Bayesian approach to parameter estimation and pooling in nonlinear flood event models, Water Resources Research, 35, 211-220. https://doi.org/10.1029/1998WR900043
  7. Franks, S., Gineste, P., Beven, K., and Merot, P. (1998). On constraining the predictions of a distributed model: The incorporation of fuzzy estimates of saturated areas into the calibration process, Water Resources Research, 34, 787-797. https://doi.org/10.1029/97WR03041
  8. Gelman, A. (1995). Inference and monitoring convergence, in: Gilks et al. (Eds.), Markov Chain Monte Carlo in Practice, Chapman & Hall, London, 131-142.
  9. Geyer, C. (1992). Practical Markov chain Monte Carlo, Statistical Science, 7, 473-511. https://doi.org/10.1214/ss/1177011137
  10. Gilks, W., Richardson, S., and Spiegelhalter, D. (1995). Introducing Markov Chain Monte Carlo, in: Gilks et al. (Eds.), Markov Chain Monte Carlo in Practice, Chapman & Hall, London, 1-18.
  11. Harmon, R. and Challenor, P. (1997). A Markov chain Monte Carlo method for estimation and assimilation into models, Ecological Modeling, 101, 41-59. https://doi.org/10.1016/S0304-3800(97)01947-9
  12. Hastings, W. (1970). Monte Carlo sampling methods using Markov chains and their applications, Biometrika, 57, 97-109. https://doi.org/10.1093/biomet/57.1.97
  13. Joh, H., Park, J., Jang, C., and Kim, S. (2012). Comparing prediction uncertainty analysis techniques of SWAT simulated streamflow applied to Chungju dam watershed, Journal of Korea Water Resources Association, 45(9), 861-874. [Korean Literature] https://doi.org/10.3741/JKWRA.2012.45.9.861
  14. Kagabu, M., Ide, K., Hosono, T, Nakagawa, K., and Shimada, J. (2020). Describing coseismic groundwater level rise using tank model in volcanic aquifers, Kumamoto, southern Japan, Journal of Hydrology, 582, 124464, https://doi.org/10.1016/j.jhydrol.2019.124464.
  15. Kim, B., Kim, S., Lee, E., and Kim, H. (2007). Methodology for estimating ranges of SWAT model parameters: Application of Imha lake inflow and suspended sediments, Korean Society of Civil Engineers Magazine, 27(B), 661-668. [Korean Literature]
  16. Kim, J. and Kim, S. (2007). Flow duration curve analysis for Nakdong river basin using TMDL flow data, Journal of Korean Society on Water Environment, 23(3), 332-338. [Korean Literature]
  17. Kim, M., Heo, T., and Chung, S. (2013). Uncertainty analysis on the simulations of runoff and sediment using SWAT-CUP, Journal of Korean Society on Water Environment, 29(5), 681-690. [Korean Literature]
  18. Kim, M., Ko, I., and Kim, S. (2009). An analysis of the effect of climate change on Nakdong river flow condition using CGCM's future climate information, Journal of Korean Society on Water Environment, 25(6), 863-871. [Korean Literature]
  19. Kim, S., Kang, D., Kim, M., and Shin, H. (2007). The possibility of daily flow data generation from 8-day intervals measured flow data for calibrating watershed model, Journal of Korean Society on Water Environment, 23(1), 64-71. [Korean Literature]
  20. Kim, S., Lee, K., and Kim, H. (2005). Low flow estimation for river water quality models using a long-term runoff hydrologic model, Journal of Korean Society on Water Environment, 21(6), 575-583. [Korean Literature]
  21. Korea Meteorological Administration (KMA). (2020). Open Weather data portal, https://data.kma.go.kr/cmmn/main.do (accessed May. 2020).
  22. Lee, A. and Kim, S. (2011). An analysis of the effect of climate change on Nakdong river environmental flow, Journal of Korean Society on Water Environment, 27(3), 273-285. [Korean Literature]
  23. Lee, A., Cho, S., Kang, D. K., and Kim, S. (2014). Analysis of the effect of climate change on the Nakdong river stream flow using indicators of hydrological alteration, Journal of Hydro-environmental Research, 8, 234-247. https://doi.org/10.1016/j.jher.2013.09.003
  24. Lee, A., Cho, S., Park, M. J., and Kim, S. (2013). Determination of standard target water quality in the Nakdong river basin for the total maximum daily load management system in Korea, KSCE Journal of Civil Engineering, 17, 309-319. https://doi.org/10.1007/s12205-013-1893-5
  25. Lee, J., Kim, J., Lee, J., Kang, I., and Kim, S. (2012). Current status of refractory dissolved organic carbon in the Nakdong river basin, Journal of Korean Society on Water Environment, 28(4), 538-550. [Korean Literature]
  26. Lee, J., Kim, U., Kim, L. H., Kim, E. S., and Kim, S. (2019). Management of organic matter in watersheds with insufficient observation data: the Nakdong river basin, Desalination and Water Treatment, 152(2019), 44-57, doi: 10.5004/dwt.2019.24021.
  27. Makowski, D., Wallach, D., and Tremblay, M. (2002). Using a Bayesian approach to paramter estimation; Comparison of the GLUE and MCMC methods, Agronomie, 22,191-203. https://doi.org/10.1051/agro:2002007
  28. Malakoff, D. (1999). Bayes offers a 'New' way to make sense of numbers, Science, 286, 1460-1464. https://doi.org/10.1126/science.286.5444.1460
  29. Mckay, M., Baekman, R., and Conover, W. (1979). A comparison of three methods for selecting values of input variables in the analysis of output from a computer code, Technometrics, 21(2), 239-245. https://doi.org/10.1080/00401706.1979.10489755
  30. Metropolis, N., Rosenbluth, A., Rosenbluth, M., and Teller A. H. (1953). Equation of state calculations by fast computing machines, Journal of Chemical Physics, 21, 1087-1091. https://doi.org/10.1063/1.1699114
  31. Ministry of Environment (ME). (2020). Water Environment Information System (WEIS), http://water.nier.go.kr/publicMain/mainContent.do (accessed May. 2020).
  32. Parajka, J., Merz, R., and Bloschl, G. (2005). A comparison of regionalisation methods for catchment model parameters, Hydrology and Earth System Sciences, 9, 157-171. https://doi.org/10.5194/hess-9-157-2005
  33. Perrin, C., Michel, C., and Andreassian, V. (2003). Improvement of a parsimonious model for streamflow simulation, Journal of Hydrology, 279, 275-289. https://doi.org/10.1016/S0022-1694(03)00225-7
  34. Pushpalatha, R., Perrin, C., Le Moine, N., Mathevet, T., and Andreassian, V. (2011). A downward structural sensitivity analysis of hydrological models to improve low-flow simulation, Journal of Hydrology, 411(1-2), 66-76. https://doi.org/10.1016/j.jhydrol.2011.09.034
  35. Raftery A. and Lewis S. (1995). Implementing MCMC, in: Gilks et al. (Eds.), Markov Chain Monte Carlo in Practice, Chapman & Hall, London, 115-130.
  36. Rajib, M., Merwade, V., and Yu, Z. (2016). Multi-objective calibration of a hydrologic model using spatially distributed remotely sensed/in-situ soil moisture, Journal of Hydrology, 536, 192-207. https://doi.org/10.1016/j.jhydrol.2016.02.037
  37. Ryu, J., Kang, H., Choi, J., Kong, D., Gum, D., Jang, C., and Lim, K. (2012). Application of SWAT-CUP for streamflow auto-calibration at Soyang-gang dam watershed, Journal of Korean Society on Water Environment, 28(3), 347-358. [Korean Literature]
  38. Shulz K., Beven, K., and Huwe B. (1999). Equifinality and the problem of robust calibration in nitrogen budget simulations, Soil Science Society of America Journal, 63, 1934-1941. https://doi.org/10.2136/sssaj1999.6361934x
  39. Sugawara, M. (1979). Automatic calibration of the tank model, Hydrological Sciences Bulletin, 24(3), 375-388. https://doi.org/10.1080/02626667909491876
  40. Sun, M., Zhang, X., Huo, Z., Feng, S., Huang, G., and Mao, X. (2016). Uncertainty and sensitivity assessment of an agricultural-hydrological model, Journal of Hydrology, 534, 19-30. https://doi.org/10.1016/j.jhydrol.2015.12.045
  41. Wallach, D. (1995). Regional optimization of fertilization using a hierarchical linear model, Biometrics, 51, 338-346. https://doi.org/10.2307/2533340