An Efficient Quasi‐Monte Carlo Method for Concurrent Estimation of First‐Order and Total‐Effect Process Sensitivity Indices

Abstract Developing and improving process‐based models requires identifying the importance and/or influence of various processes driving system behavior. In our recent studies, important processes are identified using first‐order process sensitivity index PS K (Dai et al., 2017, https://doi.org/10.1002/2016wr019715 ), and non‐influential processes are determined using total‐effect process sensitivity index PS TK (Yang et al., 2022, https://doi.org/10.1029/2021wr029812 ), K denoting a given system process. Estimating these indices through the brute force Monte Carlo (MC) method is computationally intensive and often impractical. This study extends the quasi‐MC method developed by Dai et al. (2022), https://doi.org/10.1029/2022wr033263 to concurrently estimate PS K and PS TK with reduced computational cost. The concurrent estimation is based on a rigorous theoretical framework that we leverage to provide a robust computational implementation of the quasi‐MC method. The number of model executions required for estimating PS K or PS TK associated with system process K is reduced from N 2 in brute force MC method to 2 N in quasi‐MC method, N being the number of samples generated for uncertain parameters. The total model executions required to concurrently estimate PS K and PS TK for all processes of an individual system model are N × ( N p + 2), N p being the number of system processes associated with the system model of interest. Convergence, accuracy, and reliability of the quasi‐MC method are evaluated through an exemplary one‐dimensional groundwater flow example. Results demonstrate that the quasi‐MC method converges substantially faster and is more reliable than its brute force MC counterpart. Impacts of process model weights on estimating the two indices and their theoretical and practical limitations are also discussed.

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Publication Details

Journal
Water Resources Research
Published
2025-12-01
DOI
https://doi.org/10.1029/2024wr039370
Primary Topic
Probabilistic and Robust Engineering Design
Type
article
Field-Weighted Citation Impact
0.00

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article

An Efficient Quasi‐Monte Carlo Method for Concurrent Estimation of First‐Order and Total‐Effect Process Sensitivity Indices

Tian Jiao, Heng Dai, Alberto Guadagnini, Ming Ye et al.
Water Resources Research
Probabilistic and Robust Engineering Design
article

An Efficient Quasi‐Monte Carlo Method for Concurrent Estimation of First‐Order and Total‐Effect Process Sensitivity Indices

Tian Jiao, Heng Dai, Alberto Guadagnini, Ming Ye, Jing Yang
article en

Abstract

Abstract Developing and improving process‐based models requires identifying the importance and/or influence of various processes driving system behavior. In our recent studies, important processes are identified using first‐order process sensitivity index PS K (Dai et al., 2017, https://doi.org/10.1002/2016wr019715 ), and non‐influential processes are determined using total‐effect process sensitivity index PS TK (Yang et al., 2022, https://doi.org/10.1029/2021wr029812 ), K denoting a given system process. Estimating these indices through the brute force Monte Carlo (MC) method is computationally intensive and often impractical. This study extends the quasi‐MC method developed by Dai et al. (2022), https://doi.org/10.1029/2022wr033263 to concurrently estimate PS K and PS TK with reduced computational cost. The concurrent estimation is based on a rigorous theoretical framework that we leverage to provide a robust computational implementation of the quasi‐MC method. The number of model executions required for estimating PS K or PS TK associated with system process K is reduced from N 2 in brute force MC method to 2 N in quasi‐MC method, N being the number of samples generated for uncertain parameters. The total model executions required to concurrently estimate PS K and PS TK for all processes of an individual system model are N × ( N p + 2), N p being the number of system processes associated with the system model of interest. Convergence, accuracy, and reliability of the quasi‐MC method are evaluated through an exemplary one‐dimensional groundwater flow example. Results demonstrate that the quasi‐MC method converges substantially faster and is more reliable than its brute force MC counterpart. Impacts of process model weights on estimating the two indices and their theoretical and practical limitations are also discussed.

Water Resources ResearchVol. 61(12)
Florida State University (US), Viterbo University (US), Chang'an University (CN), China University of Geosciences (CN), Northwest University (CN), Northwest A&F University (CN), Politecnico di Milano (IT)
National Natural Science Foundation of China
Openalex Percentile: Top 63%
Probabilistic and Robust Engineering Design
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