2020
DOI: 10.5194/piahs-382-403-2020
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Land subsidence modelling for decision making on groundwater abstraction under emergency situation

Abstract: This study presents an inversion scheme with uncertainty analysis for a land subsidence modelling by a Monte Carlo filter in order to contribute to the decision-making on the groundwater abstraction. For real time prediction and uncertainty analysis under the limited computational resources and available information in emergency situations, one dimensional vertical land subsidence simulation was adopted for the forward modelling and the null-space Monte Carlo method was applied for the effective resampling. Th… Show more

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Cited by 3 publications
(3 citation statements)
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“…Then, a vertically one-dimensional (1D) model was adopted in this study. Although vertically 1D models have limitations (Gambolati and Freeze 1973), they have been applied and show good performance in previous studies for similar situations in California (Helm 1975), Mexico City (Ortega-Guerrero et al 1999), Shanghai (Liu and Helm 2008b), Tokyo (Aichi 2020) and Kuki and Mobara (Joshi et al 2020) in Japan, and central Taiwan (Hung et al 2012).…”
Section: Summary Of Observed Information and Modeling Strategymentioning
confidence: 94%
“…Then, a vertically one-dimensional (1D) model was adopted in this study. Although vertically 1D models have limitations (Gambolati and Freeze 1973), they have been applied and show good performance in previous studies for similar situations in California (Helm 1975), Mexico City (Ortega-Guerrero et al 1999), Shanghai (Liu and Helm 2008b), Tokyo (Aichi 2020) and Kuki and Mobara (Joshi et al 2020) in Japan, and central Taiwan (Hung et al 2012).…”
Section: Summary Of Observed Information and Modeling Strategymentioning
confidence: 94%
“…In this study, we used the existing land subsidence simulator developed by [25]. The simulator performs a coupled analysis of saturated groundwater flow and vertical uniaxial soil deformation.…”
Section: Vertically One-dimensional Land Subsidence Simulatormentioning
confidence: 99%
“…The elastic deformation is described by linear elasticity, and the plastic (inelastic) deformation is described by a modified Cam-clay model [26]. This simulator was previously used in Tokyo [25] and Kawajima (Japan) [21]. Here, only the essential points are concisely introduced (see [21] for details).…”
Section: Vertically One-dimensional Land Subsidence Simulatormentioning
confidence: 99%