Comprehensive in-situ stress estimation in a fractured geothermal reservoir in Pohang, South Korea using drilling data, hydraulic stimulations, and induced seismicity

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2025-02-01 DOI:10.1016/j.ijrmms.2024.105978
Sehyeok Park , Kwang-Il Kim , Hwajung Yoo , Juhyi Yim , Ki-Bok Min
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Abstract

A comprehensive in situ stress estimation is carried out in the fractured reservoir at the enhanced geothermal system development site in Pohang, South Korea. Various types of stress indicators were collected from the hydraulic stimulation data, drilling records, lost circulation records, well logs, seismic events, and the stress constraints from previously proposed stress models. The comprehensive comparison of the collected stress constraints was performed, and resulted in the possible stress magnitude range and corresponding limits on the range of possible friction coefficients. The resulting stress ratio is SV: Shmin: SHmax = 1 : 0.92–0.94 : 1.42–1.66 with the azimuth of SHmax in N101°E –N110°E range, based on the compilation of both direct and indirect stress information. The results also suggest a friction coefficient range of 0.35–0.38 that can best explain the involved stress constraints. The stress model suggested in this study can explain the characteristics of the Mw 5.5 Pohang earthquake in November 2017 in terms of reproducing the slip rake of mainshock and the slip tendency of the corresponding fault. Therefore, the result can be used for clarifying the causal mechanism of the Pohang earthquake, providing an insight for fault stability analysis or possible geo-energy application in the southeastern part of the Korean Peninsula. Comprehensive in-situ stress estimation method suggested in this study integrating extensive direct and indirect stress indicators can improve the credibility of the in-situ stress model at a fractured reservoir.
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利用钻井数据、水力刺激和诱发地震活动估算韩国浦项裂缝性地热储层的综合地应力
对韩国浦项增强型地热系统开发现场的裂缝性储层进行了全面的原位应力估计。从水力增产数据、钻井记录、漏失记录、测井、地震事件以及先前提出的应力模型的应力约束中收集了各种类型的应力指标。对收集到的应力约束进行了综合比较,得出了可能的应力幅度范围和相应的摩擦系数范围极限。在直接应力信息和间接应力信息汇编的基础上,得到的应力比为SV: Shmin: SHmax = 1:0 92 - 0.94: 1.42-1.66, SHmax方位在N101°E -N110°E范围内。结果还表明,摩擦系数范围为0.35-0.38,可以最好地解释所涉及的应力约束。本文提出的应力模型可以从再现主震滑倾和相应断层的滑动倾向的角度解释2017年11月浦项5.5级地震的特征。因此,该结果可用于澄清浦项地震的因果机制,为朝鲜半岛东南部的断层稳定性分析或可能的地能应用提供见解。本文提出的综合地应力估算方法综合了广泛的直接和间接应力指标,提高了裂缝性储层地应力模型的可信度。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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