独立防砂失效:井筒和近井水热化学现象对独立防砂筛管堵塞和流动性能损害的作用

Mahdi Mahmoudi, Morteza Roostaei, Vahidoddin Fattahpour, Alberto Uzcatequi, J. Cyre, Colby Sutton, B. Fermaniuk
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引用次数: 2

摘要

尽管多年来已经开发了几种工作流程来设计热应用中的最佳防砂解决方案,但每年仍会发生大量防砂故障。通过对热井和非热井中不同防砂筛管失效样品的分析,探讨了不同防砂技术的失效机理及导致失效的因素。研究人员从不同的油田和操作条件中收集了几个失效的独立筛管。首先对筛管进行目视检查,然后选择筛管/管的某些部分进行更详细的失效机理研究。将尾管/筛管切割成薄片,通过SEM-EDX、反射光显微镜、x射线微CT扫描和岩石薄片进行研究,以更好地了解局部堵塞机制。通过对几个抛光段的研究,发现了堵塞区域的统计变化。此外,为了更好地研究堵漏机理,我们进一步关注了关键区域,如孔径入口和出口以及邻近地层的区域。对钢丝缠绕筛管样品的研究表明,基管与筛管之间的环空空间存在明显的堵塞。环空中大量的粘土/细粒堆积导致部分井段完全或部分堵塞。基管腐蚀研究表明,基管上的孔眼由原来的圆形扩大为椭圆形,且较大的轴线指向流动方向,腐蚀机制与流动高度相关。在外径段,粘土和腐蚀副产物的混合物堵塞了近筛孔空间和筛孔,堵塞区域的大小明显更大。经检测的优质筛网样品表明,堵塞机制对筛网尺寸和装配过程高度敏感。最大的孔隙损伤与网状筛管有关,网状筛管直接缠绕在基管上,减少了流向射孔的环空间隙。对槽尾管样品的调查显示,槽口的堵塞区域最宽,槽壁的堵塞区域最小。粘土和腐蚀副产物的明显相互作用导致了粘土的吸附,在槽壁上形成了一层压实层。本文综述了从现场获得的独立防砂筛管的堵井机理,为堵井机理提供了第一手证据,并对一些现场性能不佳的现象进行了解释。研究结果可以帮助工程师更好地理解导致防砂堵塞的微观机制。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Standalone Sand Control Failure: The Role of Wellbore and Near Wellbore Hydro-Thermo-Chemical Phenomenon on the Plugging and the Flow Performance Impairments of the Standalone Sand Screen
Although several workflows have been developed over the years for the design of the optimal sand control solutions in thermal applications, numerous sand control failures still occur every year. This paper aims at assessing the failure mechanism of different sand control techniques and the factors contributing to the failure by analyzing different failed sand control screen samples recovered from thermal and non-thermal wells. Several failed standalone screens have been studied, which were collected from various fields and operational conditions. The screens were first inspected visually, and then certain sections of screens/pipes were selected for more detailed study on the failure mechanism. The liners/screens were cut into sections to be studied through SEM-EDX, reflective light microscopy, X-ray micro CT scan and petrographic thin sections to better understand the localized plugging mechanism. Through the studies of several polished sections, a statistical variation of the plugging zone was found. Moreover, we further focused on the critical zones such as the inlet and outlet of the aperture and the zone adjacent to the formation to better investigate the plugging mechanism. The study on wire wrap screen samples revealed significant plugging of the annular space between the base pipe and the screen. Extensive clay/fines buildup in the annular space led to full to partial clogging in some sections. The base pipe corrosion study reveals that the corrosion mechanism is highly flow dependent since the perforation on the base pipe was enlarged to an oval shape from the original circular shape with its larger axis pointing toward the flow direction. The size of the plugged zone was significantly higher in the outer diameter section where a mixture of the clay and corrosion byproducts plugged the near screen pore space and the screen aperture. Examined premium mesh screen samples showed that the plugging mechanism is highly sensitive to the mesh size and assembly process. The highest pore impairments were associated with mesh screens in which the mesh was directly wrapped around the base pipe causing a reduced annular gap for the flow toward the perforations. The investigation of slotted liner samples showed widest plugging zone in the slot entrance and the lowest on the slot wall. A distinct interplay of the clay and corrosion byproduct led to the adsorption of clay, forming a compacted layer over the slot wall. This paper reviews the plugging mechanism of the standalone sand control screen obtained from the field to provide first-hand evidence of the plugging mechanism and provides explanations for some of the poor field performances. The results could help engineers to better understand the micro-scale mechanisms leading to sand control plugging.
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