Experimental study on the sensitivity of deep-buried limestone porosity to effective stress in groundwater reservoirs

IF 5.9 1区 地球科学 Q1 ENGINEERING, CIVIL Journal of Hydrology Pub Date : 2024-12-17 DOI:10.1016/j.jhydrol.2024.132514
Zhifang Zhou, Ziwen Zhou
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Abstract

The sensitivity of rock porosity to effective stress is critical for calculating reserves in both hydrocarbon and groundwater reservoirs and for clarifying transport transformations between surface water and groundwater in hydropower projects. This study addresses the pressing need to understand the impact of porosity sensitivity to effective stress in the deep pressurised aquifers of hydropower stations on the long-term safety and stability of extra-high dams post-impoundment. An effective stress-porosity experimental curve for deep-buried limestone is established based on variable confining pressure seepage experiments conducted on specimens sourced from on-site drilling at the Xiluodu reservoir, the world’s fourth largest, with a dam height of 285.5 m. The differences in the response of limestone porosity to effective stress between hydrocarbon and groundwater reservoirs is explored by comparing existing limestone effective stress-porosity curves for hydrocarbon reservoirs worldwide. First, the applicability and limitations of various fitting methods for effective stress-porosity curves are compared using measured data. Subsequently, a modified exponential fitting method that accounts for dead-end pores is proposed, significantly enhancing the curve-fitting accuracy for groundwater reservoirs. Finally, a probability distribution model of the measured effective stress-porosity data, conforming to a normal distribution, is constructed via the Monte Carlo method. This model is used to derive a statistically significant effective stress-porosity fitting expression for Xiluodu limestone based on limited experimental data. This study provides parameters and a microscopic research basis for understanding water transport in aquifers and regional deformation processes induced by impoundment, such as river valley contraction and settlement deformation, and for informing the rehabilitation of overexploited aquifers.
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地下水储层深部灰岩孔隙度对有效应力敏感性试验研究
岩石孔隙度对有效应力的敏感性对于计算油气储层和地下水储层的储量以及澄清水电工程中地表水和地下水之间的输送变化至关重要。本研究解决了水电站深层承压含水层孔隙度对有效应力敏感性对超高压坝蓄水后长期安全稳定影响的迫切需要。通过对世界第四大坝高285.5 m的溪洛都水库现场钻孔样进行变围压渗流试验,建立了深埋石灰岩有效应力-孔隙度实验曲线。通过对比世界上已有的油气藏灰岩有效应力-孔隙度曲线,探讨了油气藏灰岩孔隙度对有效应力响应的差异。首先,利用实测数据比较了各种有效应力-孔隙度曲线拟合方法的适用性和局限性。随后,提出了一种考虑终端孔隙的修正指数拟合方法,显著提高了地下水储层的曲线拟合精度。最后,利用蒙特卡罗方法建立了有效应力-孔隙度数据服从正态分布的概率分布模型。利用该模型在有限的实验数据基础上推导出具有统计学意义的溪洛渡灰岩有效应力-孔隙度拟合表达式。该研究为认识含水层的水运移和蓄水引起的流域收缩、沉降变形等区域变形过程,以及为过度开采含水层的恢复提供参数和微观研究依据。
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来源期刊
Journal of Hydrology
Journal of Hydrology 地学-地球科学综合
CiteScore
11.00
自引率
12.50%
发文量
1309
审稿时长
7.5 months
期刊介绍: The Journal of Hydrology publishes original research papers and comprehensive reviews in all the subfields of the hydrological sciences including water based management and policy issues that impact on economics and society. These comprise, but are not limited to the physical, chemical, biogeochemical, stochastic and systems aspects of surface and groundwater hydrology, hydrometeorology and hydrogeology. Relevant topics incorporating the insights and methodologies of disciplines such as climatology, water resource systems, hydraulics, agrohydrology, geomorphology, soil science, instrumentation and remote sensing, civil and environmental engineering are included. Social science perspectives on hydrological problems such as resource and ecological economics, environmental sociology, psychology and behavioural science, management and policy analysis are also invited. Multi-and interdisciplinary analyses of hydrological problems are within scope. The science published in the Journal of Hydrology is relevant to catchment scales rather than exclusively to a local scale or site.
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