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Update of 2-D Modelling of Subsidence, Wairakei and Tauhara

机译:沉降,怀拉基和陶哈拉二维模型的更新

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摘要

Extraction of geothermal fluid at the Wairakei geothermal power plant, New Zealand, has induced large-scale subsidence in the Wairakei-Tauhara area. Two-dimensional finite element analysis has been applied to the geothermal subsidence in order to investigate the causal mechanism, and to predict likely future subsidence and the associated risk. The software used has the facility to accommodate variable rock properties, including non-linear stress-strain behaviour, and the pre-consolidation history. It was found necessary to use strongly anisotropic permeabilities, which emphasise the importance of using a multidimensional model. The subsidence models showed a good match in time and space to historical subsidence observed to date. This has been achieved using a consistent set of reference material properties for each geological unit, except where evidence warrants use of different properties for a limited zone. The reference material properties were adjusted where appropriate to account for stress state, temperature and unusual geological features. The analysis provided an insight into sensitivity of subsidence to changes in reservoir pressure, and demonstrated the geological control of the compressible material on the rate and location of subsidence. Predicted future subsidence formed a basis for evaluation of the long term risks associated with subsidence. This case study demonstrated that 2-D subsidence models have distinct advantages over 1-D models. It is recommended that non-linear stress-strain behaviour of geo-materials be routinely incorporated into subsidence modelling.
机译:新西兰怀拉基地热发电厂的地热流体提取已引起怀拉基-陶哈拉地区的大规模沉降。二维有限元分析已应用于地热沉降,以研究其成因机理,并预测未来可能的沉降和相关风险。所使用的软件具有适应各种岩石特性的功能,包括非线性应力应变行为和预固结历史。人们发现必须使用强各向异性的磁导率,这强调了使用多维模型的重要性。沉降模型显示出在时间和空间上与迄今为止观测到的历史沉降的良好匹配。这是通过为每个地质单元使用一套一致的参考材料属性来实现的,除非有证据表明需要在有限的区域内使用不同的属性。适当地调整了参考材料的特性,以说明应力状态,温度和异常的地质特征。该分析提供了对沉降对储层压力变化敏感性的洞察力,并证明了可压缩物质对沉降速率和位置的地质控制。预测的未来沉降是评估与沉降相关的长期风险的基础。该案例研究表明,二维沉降模型比一维模型具有明显的优势。建议将土工材料的非线性应力-应变行为常规纳入沉降模型中。

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