黔西地区水力压裂地应力测量及其对煤层气开发的意义

Hongjie Xu , Shuxun Sang , Jingfen Yang , Jun Jin , Youbiao Hu , Huihu Liu , Ping Ren , Wei Gao
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引用次数: 31

摘要

根据黔西地区135.9 ~ 1243.6 m深度的独立实测资料,系统分析了地应力的分布。通过回归分析得到了最大水平主应力(σHmax)、最小水平主应力(σHmin)、垂直应力(σv)和侧压比随深度的变化规律。结果表明,水平应力的增长速度高于垂直应力的增长速度。已经注意到三种类型的应力场分布,σv或σHmax或σHmin主要发生在浅煤层和中深煤层(<400 m和600-1000 m), σHmax或σv或σHmin主要发生在深煤层和浅煤层至中间煤层(400 - 600 m和>1000 m)。最大和最小水平主应力与深度的比值分别显示为线性关系,相关系数为0.77和0.85。煤层最大水平主应力与垂直主应力之比通常在0.5 ~ 2.0之间,随深度增加而减小,接近1.0。平均侧向应力随深度变化的系数(λ)在浅部为0.48 ~ 1.80范围内,随深度的增加逐渐减小到一个固定值。注落试验获得的煤层渗透率结果表明,在550 ~ 750 m深度范围内,由于地应力带变化等原因,煤层渗透率破坏呈趋势差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
In-situ stress measurements by hydraulic fracturing and its implication on coalbed methane development in Western Guizhou, SW China

Based on data independently measured and collected within depth from 135.9 to 1243.6 m in Western Guizhou, SW China, the distribution of in-situ stress was analyzed systematically. Maximum horizontal principal stress (σHmax), minimum horizontal principal stress (σHmin), vertical stress (σv) and lateral pressure ratio variations with depth were obtained by regression analysis. Results show that the growth rate of horizontal stresses is higher than that of vertical ones. Three types of stress field distribution have been noted that σv  σHmax  σHmin mainly occurs in shallow and intermediate to deep coal seams (<400 m and 600–1000 m), the σHmax  σv  σHmin mainly occurs in deep and shallow to intermediate coal seams (400–600 m and >1000 m). The ratio of maximum and minimum horizontal principal stress versus depth shows linear relationships with a correlation coefficient of 0.77 and 0.85, separately. The ratio of the maximum horizontal principal stresses to vertical stress is usually between 0.5 and 2.0 in coal seams, and decreases as the depth increases and approaches 1.0. The coefficient of average lateral stress versus depth (λ) is also illustrated, which shows a wide range at shallow sites from 0.48 to 1.80, and then gradually decreases to a fixed value as the depth increases. Coal permeability obtained during injection/falloff tests shows that the permeability is damaged with a trend difference under a depth of 550–750 m for the in-situ stress belting change and other reasons.

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