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Observations and Computational Simulation of River Valley Contraction at the Xiluodu Dam, Yunnan, China
https://orcid.org/0000-0003-4695-0717
https://orcid.org/0000-0002-7538-6150
https://orcid.org/0000-0003-2129-3159
Abstract River valley contraction (RVC) has increased continuously at the Xiluodu Dam site since the completion of the slope excavation that commenced on December 1, 2008. Previous studies on RVC only analyzed the displacement after reservoir impoundment. Since deformation is affected by many factors, it is difficult to determine the leading causes of RVC by merely studying the displacement after impoundment. This study examines, for the first time, the complete displacement process before and after impoundment. Four models that include poroelastic, thermo-poroelastic, poroelastic-plastic, and poroelastic-creep are used to simulate the RVC displacement using COMSOL multiphysics. It is observed that the creep of the basalt formation is the leading cause of RVC. Sloped excavation causes RVC, and the subsequent reservoir impoundment accelerates the RVC by changing the creep parameters. A poroelastic-creep model with two-stage creep parameters was applied to the numerical simulation. The simulation results are in good agreement with the field observations. The predicted results show that the convergence value of RVC is 187 mm, and an additional closure of 21.5 mm will occur in the next 14.5 years. This research provides a further assessment of the RVC by providing a model that is validated by existing data and leads to an estimation of future RVC. HighlightsThe paper presents a comprehensive investigation of the river valley contraction behavior at the Xiluodu reservoir.2D simulation was performed to reveal the mechanism of the river valley contraction.Four models that include poroelastic, thermo-poroelastic, poroelastic-plastic, and poroelastic-creep were applied to the numerical simulation.
Observations and Computational Simulation of River Valley Contraction at the Xiluodu Dam, Yunnan, China
https://orcid.org/0000-0003-4695-0717
https://orcid.org/0000-0002-7538-6150
https://orcid.org/0000-0003-2129-3159
Abstract River valley contraction (RVC) has increased continuously at the Xiluodu Dam site since the completion of the slope excavation that commenced on December 1, 2008. Previous studies on RVC only analyzed the displacement after reservoir impoundment. Since deformation is affected by many factors, it is difficult to determine the leading causes of RVC by merely studying the displacement after impoundment. This study examines, for the first time, the complete displacement process before and after impoundment. Four models that include poroelastic, thermo-poroelastic, poroelastic-plastic, and poroelastic-creep are used to simulate the RVC displacement using COMSOL multiphysics. It is observed that the creep of the basalt formation is the leading cause of RVC. Sloped excavation causes RVC, and the subsequent reservoir impoundment accelerates the RVC by changing the creep parameters. A poroelastic-creep model with two-stage creep parameters was applied to the numerical simulation. The simulation results are in good agreement with the field observations. The predicted results show that the convergence value of RVC is 187 mm, and an additional closure of 21.5 mm will occur in the next 14.5 years. This research provides a further assessment of the RVC by providing a model that is validated by existing data and leads to an estimation of future RVC. HighlightsThe paper presents a comprehensive investigation of the river valley contraction behavior at the Xiluodu reservoir.2D simulation was performed to reveal the mechanism of the river valley contraction.Four models that include poroelastic, thermo-poroelastic, poroelastic-plastic, and poroelastic-creep were applied to the numerical simulation.
Observations and Computational Simulation of River Valley Contraction at the Xiluodu Dam, Yunnan, China
https://orcid.org/0000-0003-4695-0717
https://orcid.org/0000-0002-7538-6150
https://orcid.org/0000-0003-2129-3159
Abstract River valley contraction (RVC) has increased continuously at the Xiluodu Dam site since the completion of the slope excavation that commenced on December 1, 2008. Previous studies on RVC only analyzed the displacement after reservoir impoundment. Since deformation is affected by many factors, it is difficult to determine the leading causes of RVC by merely studying the displacement after impoundment. This study examines, for the first time, the complete displacement process before and after impoundment. Four models that include poroelastic, thermo-poroelastic, poroelastic-plastic, and poroelastic-creep are used to simulate the RVC displacement using COMSOL multiphysics. It is observed that the creep of the basalt formation is the leading cause of RVC. Sloped excavation causes RVC, and the subsequent reservoir impoundment accelerates the RVC by changing the creep parameters. A poroelastic-creep model with two-stage creep parameters was applied to the numerical simulation. The simulation results are in good agreement with the field observations. The predicted results show that the convergence value of RVC is 187 mm, and an additional closure of 21.5 mm will occur in the next 14.5 years. This research provides a further assessment of the RVC by providing a model that is validated by existing data and leads to an estimation of future RVC. HighlightsThe paper presents a comprehensive investigation of the river valley contraction behavior at the Xiluodu reservoir.2D simulation was performed to reveal the mechanism of the river valley contraction.Four models that include poroelastic, thermo-poroelastic, poroelastic-plastic, and poroelastic-creep were applied to the numerical simulation.
Observations and Computational Simulation of River Valley Contraction at the Xiluodu Dam, Yunnan, China
Li, Mingwei (author) / Selvadurai, A. P. S. (author) / Zhou, Zhifang (author)
2023
Article (Journal)
Electronic Resource
English
BKL:
38.58
Geomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
RVK:
ELIB41
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