改良酶诱导碳酸盐沉淀溶液在制砂控制应用中的实验研究

SPE Journal Pub Date : 2024-02-01 DOI:10.2118/219447-pa
A. Baig, Sulaiman A. Alarifi, Mohamed Mahmoud, M. Kamal, Mobeen Murtaza, Manar M. AlAhmari, Abdulmohsen Alhumam
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引用次数: 0

摘要

产砂是油气井可能出现的主要问题之一。酶诱导碳酸盐沉淀(EICP)方法是最近出现的一种环境友好型解决方案,可用于增强松散砂的固结,防止其随流体进入地表。这项研究探讨了使用改良的 EICP 提高固结砂强度及其处理程序。研究还使用计算机断层扫描(CT)检查了微生物产生的沉淀的特征。为了加固砂试样,制备了九种不同的溶液。这些溶液是不同数量的尿素、尿素酶、CaCl2、MgCl2 和黄原胶的混合物。通过 X 射线衍射(XRD)分析来确定碳酸钙(或 CaCO3)多晶型的类型。通过扫描电子显微镜(SEM)成像,观察了砂样中碳酸钙沉淀的形态。固结样品的强度是通过划痕测试确定的。基线 EICP 溶液暴露在不同的固化温度下,即 25°C、70°C 和 90°C。在这些温度中,70°C 固化的样品强度最大,而 25°C 固化的样品强度最小。这一结果强调了温度控制在决定样品强度发展方面的关键作用。结果突出了评估不同固化温度如何影响试样性能的重要性,同时也强调了在实验设置过程中精确控制温度的必要性。有趣的是,与只用一种盐配制的 EICP 溶液相比,用 CaCl2 和 MgCl2 盐组合配制的试样显示出更大的强度。用浓度为 3 克/升的黄原胶配制的固化样品在 70°C 时显示出较高的强度。值得注意的是,与为解决生产设备中与砂生产有关的故障而开发的其他方法相比,该技术提供了一种具有成本效益的解决方案。此外,CT 扫描被证明是研究微生物诱导沉淀(包括方解石、白云石和其他矿物)特征的重要工具。这项研究强调了在 EICP 应用中评估黄原胶和 CT 扫描功效的专业方法。
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Experimental Investigation of a Modified Enzyme-Induced Carbonate Precipitation Solution for Sand Production Control Applications
Sand production is one of the major problems that can occur in an oil or gas well. Enzyme-induced carbonate precipitation (EICP) methods have recently emerged as possible environment-friendly solutions for enhancing loose sand consolidation and preventing it from being produced with the fluids to the surface. This work explores increasing the consolidated sand strength and its treatment procedure using a modified EICP. The study also examines the characterization of precipitation generated by microorganisms using a computed tomography (CT) scan. To consolidate the sand specimen, nine different solutions were prepared. The solutions were a mixture of urea, urease, CaCl2, MgCl2, and xanthan gum in varying quantities. X-ray diffraction (XRD) analysis was conducted to determine the type of calcium carbonate (or CaCO3) polymorph. The morphology of calcium carbonate precipitation in the sand sample was visualized through scanning electron microscopy (SEM) imaging. The strength of consolidated samples was determined by the scratch test. The baseline EICP solution was exposed to different curing temperatures, namely, 25°C, 70°C, and 90°C. Out of these temperatures, the sample cured at 70°C showed the maximum strength, while the ones cured at 25°C demonstrated the weakest strength. This outcome emphasizes how crucial temperature control is in determining the strength development of the samples. The results highlight the importance of evaluating how varying curing temperatures affect specimen performance as well as emphasizing the need for accurate temperature control during experimental setups. Interestingly, samples made with a combination of CaCl2 and MgCl2 salts exhibited more strength when compared with EICP solutions formulated with only one type of salt. The consolidated sample that was prepared with xanthan gum with a concentration of 3 g/L showed high strength at 70°C. Notably, this technique offers a cost-effective solution compared with other methods developed to address sand production-related failures in production equipment. Furthermore, CT scans prove to be a valuable tool for investigating the characterization of microbially induced precipitation, including calcite, dolomite, and other minerals. This research underscores the professional approach in evaluating the efficacy of xanthan gum and CT scans in the context of EICP applications.
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