首页|渤海湾埕海1-1区块软抑制钻井液体系的研究与应用

渤海湾埕海1-1区块软抑制钻井液体系的研究与应用

扫码查看
渤海湾埕海1-1区块采用丛式井进行开发,二开作业期间普遍使用纯钾盐聚合物钻井液体系,钾离子的晶格取代效应,会使井壁产生硬壳,但内部的泥页岩会继续水化膨胀,造成起下钻困难甚至技术套管下入不到位等井下复杂.针对这种情况,通过在传统纯KCl聚合物钻井液体系中引入小分子阳离子抑制剂BDSC-100L,提高了钻井液抑制黏土水化分散的能力,同时采用低浓度KCl与高浓度NaCl复配,提高了钻井液抑制黏土水化膨胀的能力,据此研发出软抑制钾盐聚合物钻井液体系.室内试验表明,软抑制钾盐聚合物钻井液的岩屑回收率是纯钾盐聚合物钻井液的两倍,且经过热滚后,岩屑的外形基本保持完整;现场应用表明,软抑制钾盐聚合物钻井液在井眼稳定和井筒清洁方面优于纯钾盐聚合物钻井液.
Research and application of soft-inhibitive drilling fluid system in Chenghai 1-1 block of Bohai Bay
The Chenghai 1-1 block in Bohai Bay is developed using cluster wells.During the second spudding operation,a pure sylvite polymer drilling fluid system is widely used.The lattice substitution effect of potassium ions can lead to the formation of a hard shell on the wellbore wall,but the internal shale will continue to hydrate and expand,causing difficulties in tripping in and out and even resulting in complex downhole conditions such as the failure to lower the technical casing to the proper position.In response to this situation,the small molecule cation inhibitor BDSC-100L was introduced into the traditional pure KCl polymer drilling fluid system to improve the ability of the drilling fluid to inhibit the hydration and dispersion of clay.At the same time,the low-concentration KCl and high-concentration NaCl were combined to improve the ability of the drilling fluid to inhibit the hydration and expansion of clay.Based on this,a soft-inhibitive sylvite polymer drilling fluid system was developed.Laboratory tests show that the recovery of rock cuttings from soft-inhibitive sylvite polymer drilling fluid is twice that of pure sylvite polymer drilling fluid,and the shape of rock cuttings remains intact after hot rolling.Field applications indicate that soft-inhibitive sylvite polymer drilling fluid is superior to pure sylvite polymer drilling fluid in terms of wellbore stability and wellbore cleaning.

soft inhibitionrheologyrecoveryECD

邹龙、谢和平、谢伦

展开 >

中国石油集团海洋工程有限公司钻井分公司,天津 300451

软抑制 流变性 回收率 ECD

2024

石油工程建设
中国石油集团海洋工程有限公 中国石油工程建设公司

石油工程建设

影响因子:0.367
ISSN:1001-2206
年,卷(期):2024.50(z1)