Development of a copula-based particle filter (CopPF) approach for hydrologic data assimilation under consideration of parameter interdependence

被引:48
作者
Fan, Y. R. [1 ]
Huang, G. H. [1 ,2 ]
Baetz, B. W. [3 ]
Li, Y. P. [2 ]
Huang, K. [4 ]
机构
[1] Univ Regina, Inst Energy Environm & Sustainable Communities, Regina, SK, Canada
[2] Beijing Normal Univ, Ctr Energy Environm & Ecol Res, UR BNU, Beijing, Peoples R China
[3] McMaster Univ, Dept Civil Engn, Hamilton, ON, Canada
[4] Univ Regina, Fac Engn & Appl Sci, Regina, SK, Canada
基金
加拿大自然科学与工程研究理事会; 中国国家自然科学基金;
关键词
ENSEMBLE KALMAN FILTER; SEQUENTIAL DATA ASSIMILATION; SOIL-MOISTURE; SENSITIVITY-ANALYSIS; RISK ANALYSIS; UNCERTAINTY QUANTIFICATION; MODEL PARAMETERS; XIANGXI RIVER; PREDICTION; STREAMFLOW;
D O I
10.1002/2016WR020144
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this study, a copula-based particle filter (CopPF) approach was developed for sequential hydrological data assimilation by considering parameter correlation structures. In CopPF, multivariate copulas are proposed to reflect parameter interdependence before the resampling procedure with new particles then being sampled from the obtained copulas. Such a process can overcome both particle degeneration and sample impoverishment. The applicability of CopPF is illustrated with three case studies using a two-parameter simplified model and two conceptual hydrologic models. The results for the simplified model indicate that model parameters are highly correlated in the data assimilation process, suggesting a demand for full description of their dependence structure. Synthetic experiments on hydrologic data assimilation indicate that CopPF can rejuvenate particle evolution in large spaces and thus achieve good performances with low sample size scenarios. The applicability of CopPF is further illustrated through two real-case studies. It is shown that, compared with traditional particle filter (PF) and particle Markov chain Monte Carlo (PMCMC) approaches, the proposed method can provide more accurate results for both deterministic and probabilistic prediction with a sample size of 100. Furthermore, the sample size would not significantly influence the performance of CopPF. Also, the copula resampling approach dominates parameter evolution in CopPF, with more than 50% of particles sampled by copulas in most sample size scenarios.
引用
收藏
页码:4850 / 4875
页数:26
相关论文
共 72 条
  • [1] Pair-copula constructions of multiple dependence
    Aas, Kjersti
    Czado, Claudia
    Frigessi, Arnoldo
    Bakken, Henrik
    [J]. INSURANCE MATHEMATICS & ECONOMICS, 2009, 44 (02) : 182 - 198
  • [2] [Anonymous], 2003, Ocean Dynamics, DOI [10.1007/s10236-003-0036-9, DOI 10.1007/S10236-003-0036-9]
  • [3] A tutorial on particle filters for online nonlinear/non-Gaussian Bayesian tracking
    Arulampalam, MS
    Maskell, S
    Gordon, N
    Clapp, T
    [J]. IEEE TRANSACTIONS ON SIGNAL PROCESSING, 2002, 50 (02) : 174 - 188
  • [4] Gaussian and non-Gaussian inverse modeling of groundwater flow using copulas and random mixing
    Bardossy, Andras
    Hoerning, Sebastian
    [J]. WATER RESOURCES RESEARCH, 2016, 52 (06) : 4504 - 4526
  • [5] A fast weighted Bayesian bootstrap filter for nonlinear model state estimation
    Beadle, ER
    Djuric, PM
    [J]. IEEE TRANSACTIONS ON AEROSPACE AND ELECTRONIC SYSTEMS, 1997, 33 (01) : 338 - 343
  • [6] Resampling algorithms for particle filters: A computational complexity perspective
    Bolic, M
    Djuric, PM
    Hong, SJ
    [J]. EURASIP JOURNAL ON APPLIED SIGNAL PROCESSING, 2004, 2004 (15) : 2267 - 2277
  • [7] Boyle D. P., 2000, THESIS
  • [8] Brechmann E. C., 2013, Journal of Statistical Software, V52, P1, DOI DOI 10.18637/JSS.V052.I03
  • [9] Burnash R.J. C., 1973, A Generalised Streamflow Simulation System-Conceptual Modelling for Digital Computers
  • [10] Hydrological data assimilation with the Ensemble Square-Root-Filter: Use of streamflow observations to update model states for real-time flash flood forecasting
    Chen, He
    Yang, Dawen
    Hong, Yang
    Gourley, Jonathan J.
    Zhang, Yu
    [J]. ADVANCES IN WATER RESOURCES, 2013, 59 : 209 - 220