在模拟的地质水库条件下,本海姆砂岩的透性演变
Marco Fazio1, Michael R Chandler2, Martin Sauter3,4
1Department of Applied Geology, University of Göttingen, Goldschmidtstrasse 3, 37077, Göttingen, Germany. marco.fazio@uni-goettingen.de.
Scientific reports
|September 27, 2023
概括
宾海姆砂岩的透性随着深度下降到2-3公里,然后部分恢复. 挖掘会导致微裂变,并在浅水深处增加透性.
科学领域:
- 地质地质地质地质地质地
- 地质物理学 地质物理学
- 岩石机械 岩石机械
背景情况:
- 由于其特性,本海姆砂岩是一个合适的地质储水池岩石.
- 之前的研究缺乏在不同深度进行全面的透性表征.
研究的目的:
- 在模拟的地质水库条件下实验性确定本泰姆砂岩的透性.
- 为了研究深度和挖掘过程中的透性演变.
主要方法:
- 在压力,孔隙压力和温度的同时和顺序变化下测量了本海姆砂岩的透性.
- 模拟了高达4-5公里深的地质水库条件和随后的挖掘.
主要成果:
- 透气性随着深度增加而降低到2-3公里.
- 在2-3公里和4-5公里深度之间观察到部分透性恢复.
- 挖掘最初导致透率不受影响,随后由于微裂变而在浅水深处急剧增加.
结论:
- 透性的演变是由压力,孔隙压力和温度的复杂相互作用所决定的.
- 实验条件必须考虑所有三个变量,以准确评估地质储水池的透性.
- 调查结果有助于估计不同地质储水条件下的透率.
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