摘要
为研究水锁、有效应力对裂缝储层的叠加损害,选取川西蓬莱镇组致密砂岩气藏岩样,进行了干岩样和不同含水饱和度条件下岩样应力敏感实验。实验结果表明,随着岩样含水饱和度的增大,水锁程度增大,应力敏感程度增强;同含水饱和度下,有效应力增加,水锁程度增强。在压裂后的多裂缝系统储层中水锁和储层有效应力两者的协同作用对多裂缝网络储层渗透率造成叠加损害,可以为多裂缝致密砂岩储层开发方案的设计提供依据。
The overlaying damage of water lock and effective stress to the dry rock samples and the wet rock samples of different water saturation from the tight sandstone of Penglaizhen formation in western Sichuan is studied through stress sensitivity experiments. It is shown that,with the increase of the water saturation of rock samples,their water lock and stress sensitivity damage increase; under the same water saturation,the water lock damage increases with the increase of effective stress. The synergistic effect of water lock with effective stress will produce overlaying damage to the permeability of fractured tight sandstone reservoir,which will provide the basis for the development plan design of tight sandstone reservoir with multiple fractures.
出处
《西安石油大学学报(自然科学版)》
CAS
北大核心
2015年第4期59-62,7,共4页
Journal of Xi’an Shiyou University(Natural Science Edition)
基金
国家自然科学基金项目“钻井液漏失动力学机制和防漏堵漏基础研究”(编号:51374044)
四川省教育厅科技项目“煤岩气层应力扰动裂缝参数研究”(编号:12ZA009)
关键词
致密砂岩
多裂缝网络
水锁
应力敏感
含水饱和度
渗透率
tight sandstone
multiple fracture network
water lock
stress sensitivity
water saturation
permeability