Aging Offshore well Conductors Structural Integrity Issues and Challenges in their Life Extension

Khalfan Al-Dhanhani, Sudhesh .K. Govindavilas, J. C. Palmer, Hisham Al-Mukhmari, Mahdi Mohamed Al-Marzooqi, T. Al-Sayed
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Abstract

ADNOC Offshore operates more than 1300+ numbers of oil, gas and water offshore wells of age 59 years on wards, at 300+ well head platforms located in shallow to intermediate water depth of 7m-34m for various fields. Well conductors being outer pipes of the well construction, its functionality is to resist various combined axial and bending forces acting on it. Also, conductors to be effective in transferring loads through the cement bond / skin friction to the surrounding soil/rock layers with sufficient factor of safety. Offshore well conductors were originally installed as bare steel without coating. Therefore, splash zone and atmospheric zone of the conductor is directly exposed corrosion. Fully submerged and buried part of conductor the is protected from external corrosion from jacket cathodic protection system. Some conductor's annuli are without proper cement top-up or poor cement (above sea-bed to top X-mas tree flange). Seventy percent of them have exceeded the original design life of 30 years and require life extension for extra 50+ years, since oil and gas reservoirs will be having active production potential. Methods, Procedures, Process: Above water baseline visual inspection of all well conductors were conducted to compile as-built data, coating, corrosion, inspection / breathing windows status by setting up the anomaly acceptance criteria. After the assessment of baseline inspection data, scheduled the detailed inspection plans were prioritized using NDT- ultrasonic testing (UT) or Advanced NDT technique. Structural assessment of the well conductor is carried out for axial load, internal bending moment due to internal casing and external bending moment due to environmental load. Minimum Required Thickness (MRT) is worked out to resist the combined axial and bending moment. Using MRT, Current Average Thickness (CAT) and Corrosion Rate (CR), current risk, the remaining life and mitigation plan were communicated through conductor passport Results, Observations, Conclusions: Systematic inspection criteria and strategy was set up to prioritize the inspection of all well conductors. Sixty percent of well conductors are found with open inspection windows on the conductor's surface or on the conductor flange, to monitor the internal cement level during drilling of the wells. The resulting moisture and air entry into the conductor annulus caused internal pitted corrosion in the atmospheric zone of the conductor. The local area thinning of the conductor reduced its axial, bending, buckling strength and will lead to collapse of the conductor. From HSE considerations, the affected well conductor require immediate intervention and this will involve major repair cost, production loss due to unplanned shut down of the well head tower. Novel/Additive Information: Detailed inspections of critical 126 well conductors were carried out using magnetic crawler mounted Saturated Low Frequency Eddy Current (SLOFEC) and Magnetic Eddy Current (MEC) method. The inspection data was assessed for the current average thickness (CAT) and calculated the minimum required thickness (MRT) to conclude the remaining life of the well conductor. There are 11 well conductors identified with remaining life zero (RL=0). Well conductor passports were generated to evaluate the current risk of the conductor against collapse. Short term, long term remedial actions are being implemented to assure the structural integrity of zero remaining life well conductors for the life extension.
海上井管柱老化、结构完整性问题及延长寿命的挑战
ADNOC Offshore运营着1300多口海上油气井和水井,井龄均为59年,井口平台超过300个,位于水深7 -34米的浅层至中等水深范围内,适用于各种油田。井管柱是井结构的外管,其功能是抵抗作用在其上的各种轴向和弯曲力的组合。此外,导体应有效地通过水泥粘结/表面摩擦将载荷传递给周围的土壤/岩层,并具有足够的安全系数。海上井管柱最初安装为裸钢,没有涂层。因此,溅射区和大气区是导体直接暴露腐蚀的地方。完全浸没和埋没导体的部分,由护套阴极保护系统保护免受外部腐蚀。有些套管的环空没有适当的固井或固井质量差(从海底到采油树法兰顶部)。由于油气储层具有活跃的生产潜力,70%的油田已经超过了30年的设计寿命,需要再延长50年以上。方法、程序、过程:通过建立异常验收标准,对所有井导体进行水上基线目视检查,收集竣工数据、涂层、腐蚀、检查/呼吸窗状态。在对基线检测数据进行评估后,采用无损检测-超声检测(UT)或先进无损检测技术对预定的详细检测计划进行优先排序。对井管柱进行结构评估,包括轴向载荷、内部套管引起的内部弯矩和环境载荷引起的外部弯矩。计算了最小要求厚度(MRT),以抵抗轴弯矩的联合作用。利用MRT、当前平均厚度(CAT)和腐蚀速率(CR),通过导线护照传达了当前风险、剩余寿命和缓解计划。结果、观察、结论:建立了系统的检查标准和策略,优先检查所有井的导线。60%的井导体在表面或法兰上都有打开的检查窗口,以便在钻井过程中监测内部水泥水平。由此产生的湿气和空气进入导体环空,导致导体大气区的内部点蚀。导体的局部变薄降低了其轴向、弯曲、屈曲强度,并将导致导体的坍塌。从HSE的角度考虑,受影响的井导管需要立即进行干预,这将涉及大量的维修成本,以及由于井口塔意外关闭而造成的生产损失。新/附加信息:使用安装了饱和低频涡流(SLOFEC)和磁涡流(MEC)的磁履带对关键的126个井导体进行了详细检查。检测数据被评估为当前平均厚度(CAT),并计算出最小所需厚度(MRT),从而得出井芯的剩余寿命。有11个井导体的剩余寿命为零(RL=0)。生成井导体通行证,以评估当前导体的抗倒塌风险。目前正在实施短期和长期的补救措施,以确保零剩余寿命井导体的结构完整性,从而延长其使用寿命。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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