在短短六个月内为660口井安装梁式抽油机的现场作业策略

F. A. Khan, Tomas Sierra, R. Imbrea, Michael Robin Edwards, Ali Mussaed Al-Rushoud, Fahad Al-Abdulhadi, Abdulaziz Shehab, F. Al-Ajeel
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摘要

项目交付成果包括砾石基础准备、混凝土基础安装、设备接收和科威特偏远油田660口生产井的常规梁式抽油机安装,截止日期为设备到达后6个月。设备运输计划是连续的,因此需要一个执行策略来成功地满足项目的最后期限。本文描述了为成功完成最后期限而设计和采用的现场作业策略。在偏远地区设立了一个临时行动基地,以便进行协调、设备接收、检查、整合、预组装和发运。作业分为六个平行过程,分别是:设备物流、砾石基础准备、混凝土基础安装、单元预装组、预装组调度、最终单元安装。作业开始前,为每道工序设定了日产量目标。为满足每天的产量目标,为每道工序确定了重型机械、人力和工装要求。每天监测进展情况,随后安排和利用资源以实现每日产出目标。在偏远油田建立临时作业基地以及日常资源协调,减少了设备卸载、运输和安装周期时间,从而提高了作业效率,降低了物流和作业成本。将作业分成平行的过程有助于单独跟踪每项作业的进度,从而提供对作业管理的全面控制。通过在调度单个单元之前在作业基地预先组装梁式抽油机,与典型的梁式抽油机安装相比,安装时间减少了50%。每日产出目标的设定有助于确定实现这些目标所需的资源。随着运营的进展,对所有流程的日常监控发现了即兴操作的机会,随后对日常目标进行了修订,以在不超出资源的情况下增加每个流程的产出,从而节省了时间和成本。采用这一执行策略,成功及有效率地完成项目成果如下:砾石地基准备工作在133个工作天内完成;混凝土地基安装工作在121个工作天内完成;梁式抽油机安装工作在103个工作天内完成。在六个月内为660口生产井安装常规梁式抽油机的现场作业策略,可作为成功及有效率的参考在有限的时间内完成未来在偏远地区的大型抽油机安装项目。
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Field Operations Strategy for Installing Beam Pumping Units at 660 Wells in Just six Months
Project deliverables included gravel foundation preparation, concrete foundation installation, equipment reception and installation of conventional beam pumping units at 660 production wells in a remote field in Kuwait with a deadline of six months from equipment arrival. Equipment shipments schedules were sequential and therefore an execution strategy was required to successfully meet the project deadline. This paper describes the field operations strategy devised and adopted to successfully meet the deadline. A temporary operations base was set up at the remote field for coordination, equipment reception, inspection, consolidation, pre-assembly and dispatches. Operations were divided into six parallel processes as follows: Equipment logisticsGravel foundation preparationsConcrete foundation installationsUnit Pre-assemblyPre-assembled units dispatchesFinal unit installations Daily output targets were set for each process prior to the commencement of operations. Heavy machinery, manpower and tooling requirements were defined for each process to meet the daily output targets. Progress was monitored daily and subsequently resources were scheduled and utilized to achieve the daily output targets. Setting up of a temporary operations base at the remote field along with daily coordination of resources resulted in reducing equipment’s offloading, transportation and installation cycle times, which led to increased operational efficiency and reduced logistics and operations costs. Division of operations into parallel processes helped in tracking the progress of each operation individually, thereby providing over all control in management of operations. By pre-assembling the beam pumping units at the operations base before dispatching the individual unit, installation time was reduced by 50% when compared to a typical beam pumping unit installation. Daily output target setting helped in defining the resources required to meet these targets. As the operations progressed, daily monitoring of all processes resulted in identifying opportunities to improvise operations and subsequently the daily targets were revised to increase output for each process without exceeding the resources which resulted in time and cost savings. Adopting this execution strategy concluded in successful and efficient completion of the project deliverables as follows:Gravel foundation preparations were completed in 133 work daysConcrete foundation installations were completed in 121 work daysBeam pumping unit installations were completed in 103 work days This field operations strategy for installing conventional beam pumping units at 660 production wells within six months can be considered as a reference for successfully and efficiently completing future large-scale beam pumping unit installation projects at remote locations in a limited time frame.
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