Model smoothing strategies to remove microscale discontinuities and spurious secondary optima in objective functions in hydrological calibration

被引:83
作者
Kavetski, Dmitri [1 ]
Kuczera, George
机构
[1] Princeton Univ, Dept Civil & Environm Engn, Princeton, NJ 08544 USA
[2] Univ Newcastle, Sch Engn, Callaghan, NSW 2308, Australia
关键词
D O I
10.1029/2006WR005195
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Environmental processes frequently exhibit threshold-type behavior, e. g., the initiation of fluxes such as snowmelt, recharge, and quick flow. Incorporating such thresholds into hydrological models introduces discontinuities into the objective functions used in model calibration, making parameter estimation unnecessarily more difficult. Moreover, this study shows that model thresholds can produce spurious multimodality in least squares objective functions even if the underlying model is near linear in its parameters. In contrast, smoothing the model with respect to its parameters and inputs yields differentiable objective functions and, in some cases, can also improve its macroscale characteristics by removing spurious secondary optima. This simplifies model calibration and sensitivity analysis by reducing the complexity of objective functions and permitting the use of powerful derivative-based analysis methods such as Newton-type optimization and Hessian-based uncertainty assessment. This paper details smoothing strategies for several classes of thresholds and discontinuities commonly found in hydrological models, including step and angle discontinuities in the constitutive functions and flux constraints arising from conservation laws in the governing differential equations. The smoothing algorithms and their parameters are selected to ensure infinite differentiability of the model and its objective functions while preserving the macroscale behavior of the original governing equations. The improvements in the structure of the model and its objective functions are illustrated empirically for a degree-day-based snow model. The smoothing techniques are general and can be applied to other models with thresholds.
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页数:9
相关论文
共 15 条
[1]  
Beven K, 1997, HYDROL PROCESS, V11, P1069
[2]  
BOUGHTON WC, 2001, AWBM CATCHMENT WATER
[3]  
Chen C. H., 1996, COMPUTATIONAL OPTIMI, V5, P97
[4]   Is this the least squares estimate? [J].
Demidenko, E .
BIOMETRIKA, 2000, 87 (02) :437-452
[5]   EFFECTIVE AND EFFICIENT GLOBAL OPTIMIZATION FOR CONCEPTUAL RAINFALL-RUNOFF MODELS [J].
DUAN, QY ;
SOROOSHIAN, S ;
GUPTA, V .
WATER RESOURCES RESEARCH, 1992, 28 (04) :1015-1031
[6]  
GELMAN A, 1998, BAYESIAN DATA ANAL
[7]  
Kahaner D., 1989, Numerical Methods and Software
[8]   Calibration of conceptual hydrological models revisited: 1. Overcoming numerical artefacts [J].
Kavetski, D ;
Kuczera, G ;
Franks, SW .
JOURNAL OF HYDROLOGY, 2006, 320 (1-2) :173-186
[9]   Semidistributed hydrological modeling: A "saturation path'' perspective on TOPMODEL and VIC [J].
Kavetski, D ;
Kuczera, G ;
Franks, SW .
WATER RESOURCES RESEARCH, 2003, 39 (09)
[10]   REAL-TIME FORECASTING WITH A CONCEPTUAL HYDROLOGIC MODEL .1. ANALYSIS OF UNCERTAINTY [J].
KITANIDIS, PK ;
BRAS, RL .
WATER RESOURCES RESEARCH, 1980, 16 (06) :1025-1033