Pipeline Project Cost Optimization by Refining the Design Parameter Based on the Associated Concerns

Hamimah Abedul Talik, Hayati Hussien, M. A. A. M Wazir, S. Azman
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引用次数: 0

Abstract

Fully-rated design is often opts when the well's pressure is within #1500 range since the pipeline cost is perceived cheaper during the early design stage due to inadequate design detailing. Initially, a 16-inch carbon steel pipeline was designed based on a constant maximum closed-in tubing head pressure (CITHP) of 219 barg with 90 °C design temperature based on flowing tubing head temperature (FTHT) plus ~10 °C margins. This arrived with a pipeline wall thickness (WT) of 25.4 mm for the riser and 20.62 mm for the subsea pipeline. The pipeline also required three (3) buckle triggers to manage lateral buckling. To make matter worst, the specified minimum design temperature was -41 °C. This would lead to unnecessary project cost especially when this maximum CITHP would only happen during the first month of production and is expected to deplete as low as 58 barg towards the end of 15-years production life while the FTHT of 77.1 °C that led to 90 °C maximum design temperature would only be seen at the topside header during a pipeline linepacking scenario due to failure of shutdown valve which led to production's blocked discharge. This paper will relate a cost reduction exercise by performing a detailed flow assurance analysis to optimize the design parameters to avoid the requirement of buckle triggers and excessive linepipe testing requirements for minimum temperature that could not be guaranteed by the manufacturer. Detailed hydraulic analysis was conducted based on final pipeline data to develop pressure and temperature profile. To determine the pipeline maximum design temperature, the worst-case scenario i.e., a combination of maximum CITHP and associated temperature during line packing, was considered as the governing case. However, transient analysis was performed with the point of measurement taken at the downstream choke valve, which normally has a reduced temperature as compared with FTHT. Different production wells’ start-up method was proposed to analyze various possible steps to avoid very low temperature that derived the minimum design temperature. For both maximum and minimum temperature, the simulation models were refined with detailed dimension of topside and pipeline system incorporating each important point to obtain more accurate pipeline temperature at the inlet and other important locations. Inner wall temperature was used instead of fluid temperature. Pipeline maximum design temperature was reduced from 90 °C to 81 °C, eliminating the requirement of buckle triggers, while minimum design temperature was increased from -41 °C to -15 °C for the riser and 0 °C for the subsea pipeline. Additionally, the riser's wall thickness was optimized by taking advantage of the depleting CITHP to reduce the thickness from 25.4 mm to 22.23 mm to suit magnetic field leakage (MFL) intelligent pigging (IP) inspection tool currently available in the market. The estimated cost reduction from the exercise was at least around 5.4 million ringgits. The initially selected 16-inch pipeline with 25.4 mm WT also was not suitable for both electric resistance welding (ERW) and longitudinal submerged arc welding (LSAW) manufacturing methods. Additionally, available information on in-line pipeline inspection using MFL inspection tool was only suitable up to 24.64 mm WT.
基于关联关注的设计参数优化管道工程成本优化
当井的压力在1500范围内时,通常选择全额定设计,因为在早期设计阶段,由于设计细节不足,管道成本被认为更低。最初,设计了一条16英寸的碳钢管道,最大关井管头压力(CITHP)恒定为219巴,设计温度为90°C,基于流动管头温度(FTHT)加上~10°C的裕度。最终,立管的管壁厚度(WT)为25.4 mm,海底管道的管壁厚度为20.62 mm。管道还需要三(3)个扣扣触发器来控制侧向屈曲。更糟糕的是,规定的最低设计温度为-41°C。这将导致不必要的项目成本,特别是当最高温度仅在生产的第一个月发生时,并且预计在15年的生产寿命结束时消耗低至58巴,而77.1°C的FTHT导致90°C的最高设计温度仅在管道包装场景中出现在顶部集箱中,这是由于关闭阀失效导致生产堵塞排放。本文将通过执行详细的流动保证分析来优化设计参数,从而降低成本,以避免对扣环触发器的要求,以及对制造商无法保证的最低温度的过多管道测试要求。根据最终的管道数据进行了详细的水力分析,以确定压力和温度分布。为了确定管道的最高设计温度,考虑了最坏情况,即管道填料过程中最大潜热和相关温度的组合。然而,瞬态分析是在下游节流阀处进行的,与FTHT相比,下游节流阀的温度通常较低。提出了不同生产井的启动方法,分析了避免过低温度的各种可能步骤。对于最高温度和最低温度,对模拟模型进行了细化,将上层甲板和管道系统的详细尺寸纳入每个重要点,以获得更准确的入口和其他重要位置的管道温度。用内壁温度代替流体温度。管道最高设计温度从90°C降低到81°C,消除了扣环触发器的要求,而立管的最低设计温度从-41°C提高到-15°C,海底管道的最低设计温度从0°C提高到0°C。此外,利用损耗式CITHP对隔水管的壁厚进行了优化,将隔水管的壁厚从25.4 mm减少到22.23 mm,以适应目前市场上可用的漏磁(MFL)智能清管(IP)检测工具。据估计,这次演习的成本至少减少了540万令吉左右。最初选择的16英寸管道,WT为25.4 mm,也不适合电阻焊(ERW)和纵向埋弧焊(LSAW)制造方法。此外,使用MFL检测工具在线检测管道的现有信息仅适用于24.64 mm WT。
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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