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首页> 外文期刊>Engineering Geology >Identifying poromechanism and spatially varying parameters of aquifer compaction in Choushui River alluvial fan, Taiwan
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Identifying poromechanism and spatially varying parameters of aquifer compaction in Choushui River alluvial fan, Taiwan

机译:台湾富富河冲积扇中含水层压实的波隆切力和空间不同参数

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摘要

Subsidence occurs in many alluvial depositional environments, causing substantial socio-economic losses. Thick aquifers with interbedding or lens-structured clay can contribute significantly to compaction. The poromechanism of aquifer compaction is usually complicated, and its spatial variation is poorly understood, inhibiting our ability to fully explain the region-wide nature of groundwater-exploitation-induced land subsidence. In this study, we explore the poromechanism of aquifer deformation in the Choushui River alluvial fan, Taiwan. Groundwater level and multi-layer compaction data were collected for analyses. Elastic, plastic, and viscous characteristics all appear in the deformation data to various extents. A visco-elasto-plastic (VEP) model composed of a visco-elastic set and a visco-plastic set in series, which are associated with different viscous dampers, is proposed to model the deformation. Compared with existing models, the proposed model is superior in terms of simulating compaction as well as its applicability and versatility. The proposed VEP model is applied to observation wells in the proximal, middle, and distal fans of the Choushui River alluvial fan to explore the spatial variation in the poromechanical properties. The results show that the Young's modulus of the elastic spring increases with depth and with the distance from the distal fan to the proximal fan. The Young's modulus of the plastic element decreases with depth. The system response factor of the visco-plastic set decreases with depth and with the distance from the distal fan to the proximal fan. Aquifer recovery incapability increases with depth. Both the trend and dynamic fluctuations in compaction for the Choushui River alluvial fan are well captured by the proposed VEP model, which is essential for assessing long-term land and water resource management and evaluating potential short-term threats to infrastructure caused by seasonal subsidence.
机译:沉降发生在许多冲积沉积环境中,导致大量的社会经济损失。厚含水层或镜头结构粘土可以贡献以压实。含水层压实的多孔机制通常很复杂,其空间变化很差,抑制我们充分解释地下水开采诱导的土地沉降地区的地区宽性质的能力。在这项研究中,我们探讨了台湾霍辉河冲积扇中含水层变形的多彩机械。收集地下水位和多层压实数据进行分析。弹性,塑料和粘性特性都出现在变形数据中到各种范围。提出了一种由粘弹性组组成的粘性塑料(VEP)模型,与不同粘性阻尼器相关的串联串联,以模拟变形。与现有模型相比,所提出的模型在模拟压实方面优越,以及其适用性和多功能性。拟议的VEP模型适用于霍辉河冲积风扇的近端,中间和远端风机中的观察井,以探讨多孔机械性能的空间变化。结果表明,弹性弹簧的杨氏模量随深度而增加,距离远端风扇到近侧风扇的距离。塑料元件的杨氏模量随深度而减少。粘铸件集的系统响应因子随深度和距离远端风扇到近端风扇的距离而减小。含水层恢复无法增加深度。 Choushui河冲积扇压实的趋势和动态波动都是由拟议的VEP模型捕获的,这对于评估长期土地和水资源管理以及评估季节性沉降造成的基础设施的潜在短期威胁至关重要。

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