提高MFL清管法检测天然气管道尺寸偏差缺陷数据质量的校正方法

Kitisiri Khajornkai, Homhual Navasin, Nenkaew Piman
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引用次数: 0

摘要

海上管道特别是飞溅区段容易发生严重的腐蚀现象。该区域需要用漏磁(MFL)清管法进行密切监测和检查。然而,在垂直位置下入时,MFL清管器的运行速度可以超过所需的速度,以获得最佳的检测数据或MFL清管器从管道壁厚上取下的尺寸。如果有任何缺陷可以通过无损检测(NDT)方法直接检测,这个结果可以用来校准漏磁信号,以尽量减少由速度偏移引起的误差。一般来说,MFL清管技术通常用于检测天然气管道的金属损失。在每条可清管管道中,存在着许多分散在管道表面的外部腐蚀。严重的外腐蚀多为较大的缺陷,直接影响到管道的剩余强度。这些缺陷一般位于水面以上的管道段上。其中一些也可能位于复合材料包裹层下面,这很难验证。但也有一些缺陷可以用坑深仪直接检测出来。这些有价值的缺陷尺寸被用来校准一些检查难点的其他缺陷尺寸。在2021年收到MFL最终报告后,定位了原复合包裹层下方腐蚀缺陷新生长的位置和周边区域新的外部腐蚀特征。将2021年MFL报告中发现的当前腐蚀缺陷与2014年、2007年、2004年和1992年发现的缺陷进行比较。针对2021年MFL报告中最大腐蚀缺陷深度,基于ASME B31G纵向缺陷和Kastner圆周轴对该缺陷的剩余强度进行了评估。最大允许工作压力(MAOP)的评估仍然低于目前的最大允许工作压力。这种新的MAOP直接影响到向客户输送的气体,要求PTT通过无损检测方法验证缺陷,并根据国际管道研究委员会(PRCI)推荐的修复方法进行修复。这种修复可以支持维持当前的MAOP,而不会降低MAOP。以同样的方式,PTT测量了原始复合膜上方暴露区域的外部腐蚀,并将缺陷尺寸返回给ILI供应商,以便重新校准其尺寸。然后,ILI供应商根据现场测量的实际尺寸重新评估缺陷尺寸。大多数情况下,新缺陷深度小于2021年最终报告的第一期。ILI供应商提交了新版本的最终报告。在隔水管段的修复历史中,由于该隔水管段存在深度为3-5 mm、宽度为400 mm、长度为200 mm的局部腐蚀,2003年对该隔水管段进行了管包修复。复合涂层安装后,2004年和2008年的MFL检查显示,飞溅区和复合涂层之间存在大量的外部腐蚀。该部分在2021年被新的复合材料包装所取代和修复
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The Calibration Method to Improve the Data Quality of Defect in Term of Size Deviation on Natural Gas Pipelines Inspected by MFL Pigging Method
Severe corrosion phenomena is easily occurred on offshore pipelines especially in splash zone section. This zone needs to be closely monitored and inspected by Magnetic Flux Leakage (MFL) pigging method. Nevertheless, the MFL pig can run faster than the required speed to obtain the best inspected data or the ordometers of MFL pig lift off from the pipeline wall thickness during running in the vertical position. If there are any defects which can be directly inspected by Non Destructive Test (NDT) method, this result can be used to calibrate the MFL signal to minimize the errors from the speed excursion. In general, MFL pigging technology is usually used to inspect the metal loss of natural gas pipelines. There are many external corrosions which scatter throughout the pipeline surface in each piggable pipelines. Most of the severe external corrosions are the significant and large defects which directly affect to the pipeline remaining strength. These defects are generally located on the pipeline section above the water surface. Some of them can be also locates underneath the composite wrap that are quite difficult to be verified. However, there is some defects which can be directly inspected by pit depth gauge. This valuable defect sizes are used for calibration of the other defect sizes in some hard spots of inspections. After receiving the final report of MFL in 2021, the position of the new growth of corrosion defects underneath the original composite wrap and the new external corrosion feature in the surrounding area are located. The current corrosion defect found in the 2021 MFL report are compared with defects found in year 2014, 2007, 2004 and 1992. For the maximum depth of corrosion defect in 2021 MFL report, the remaining strength of this defect based on ASME B31G in longitudinal defect and Kastner in circumferential axis are assessed. The assessment of maximum allowable operating pressure (MAOP) remained lower than the current maximum allowable operating pressure. This new MAOP was directly afflected to the gas deliverable to customers and require PTT to verify the defects by NDT methods and repair it with the recommended repairing method according to Pipeline Research Council International (PRCI). This repair could support to maintain the current MAOP without any reduction on MAOP. In the same way, PTT measured the external corrosion in the exposed area above the original composite wrap and revert the defect dimension to ILI vendor in order to recalibrate its dimension. Then, the ILI vendor reassessed the defect dimension depended on the actual dimension from field measurement. Mostly, the new defect depths was smaller than the first issue of final report in 2021. The ILI vendor submitted the new version of final report. For the reparing history at riser section, this riser section was revamped by pipe wrap in 2003 because it contained localized corrosion with the depth of 3-5 mm, the width of 400 mm and the length of 200 mm. After composite wrap installation, the MFL inspection in 2004 and 2008 shown the large number of external corrosions between the former coating of splash zone and composite wrap. This section was replaced and repaired by the new composite wrap in 2021
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