Reusable Wellhead Platform Jacket Conceptual Study

Sarayut Uiyyasathian, Noppadol Anujareearpa
{"title":"Reusable Wellhead Platform Jacket Conceptual Study","authors":"Sarayut Uiyyasathian, Noppadol Anujareearpa","doi":"10.2523/iptc-22958-ea","DOIUrl":null,"url":null,"abstract":"\n The objective of the study is to investigate feasible jacket and foundation design configurations, safe and reliable methodology and technics of transportation and installation of a new reusable wellhead platform jacket to serve phased development at the initial stage. The jacket is also designed to be able to retrieve, relocate and reuse at a new location for a future development. Development costs of utilizing of the newly built and reused wellhead platform jacket are determined.\n Various concepts of engineering design and construction and relocation-ability screening were conducted, and a most suitable concept was selected. Preliminary foundation and jacket sizing based on existing soil data, site conditions, water depth and project requirements with considerations of construction and relocation-ability of both newly used and to be reused stages was verified.\n Further detailed analysis to determine foundation and jacket sizes, overall structural integrity of the selected designs of both stages were further refined and confirmed. Further assessment of construction-ability and operation risks of both stages was conducted. Corresponding costs of both stages based on engineering designs and construction methodology were estimated.\n It is found that the selected reusable concept for wellhead platform jacket is technically feasible. The suction pile foundation is proven and of ease of installing and retrieving. Due to heavy structural weight corresponding to the design water depth, from transportation and installation approach, the newly built structure is designed in two parts 1) base frame with suction caissons foundation 2) top part jacket. Both parts will be connected by grouting method.\n When reuse, the entire structure will be retrieved, lifted above the seabed, wet towed and installed on to a new location in the field by a heavy lift vessel.\n It is recommended that the following activities to be carried out in the next engineering phase:\n Revisit all analysis when the actual soil data at the new determined location is available since it is the most critical input for engineering design and corresponding jacket weight that defines the heavy lift vessel requirement. Find opportunity of obtaining other alternative heavy lift vessels if they have reasonably competitive day rate or opportunity to combine the work with another project or campaign to optimize mobilization cost. Further analyses project schedule, competitiveness, possibility of multiple times of re-use the jacket and geo-politic risks into EPCI bidding campaign.\n This implementation would be considered as PTTEP's first reusable offshore platform jacket design concept for such the water depth. Retrievable suction caisson base frame foundation, connecting jacket by grouting method at the initial stage and retrieving, wet towing entire structure altogether and installing on to the new location at a future stage is technically feasible. It could reduce CAPEX and improve economic of marginal field development project, maximize recoverable resources, reduce amount of waste that in line with PTTEP's Sustainable Development strategy.","PeriodicalId":153269,"journal":{"name":"Day 2 Thu, March 02, 2023","volume":"275 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Day 2 Thu, March 02, 2023","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2523/iptc-22958-ea","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
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Abstract

The objective of the study is to investigate feasible jacket and foundation design configurations, safe and reliable methodology and technics of transportation and installation of a new reusable wellhead platform jacket to serve phased development at the initial stage. The jacket is also designed to be able to retrieve, relocate and reuse at a new location for a future development. Development costs of utilizing of the newly built and reused wellhead platform jacket are determined. Various concepts of engineering design and construction and relocation-ability screening were conducted, and a most suitable concept was selected. Preliminary foundation and jacket sizing based on existing soil data, site conditions, water depth and project requirements with considerations of construction and relocation-ability of both newly used and to be reused stages was verified. Further detailed analysis to determine foundation and jacket sizes, overall structural integrity of the selected designs of both stages were further refined and confirmed. Further assessment of construction-ability and operation risks of both stages was conducted. Corresponding costs of both stages based on engineering designs and construction methodology were estimated. It is found that the selected reusable concept for wellhead platform jacket is technically feasible. The suction pile foundation is proven and of ease of installing and retrieving. Due to heavy structural weight corresponding to the design water depth, from transportation and installation approach, the newly built structure is designed in two parts 1) base frame with suction caissons foundation 2) top part jacket. Both parts will be connected by grouting method. When reuse, the entire structure will be retrieved, lifted above the seabed, wet towed and installed on to a new location in the field by a heavy lift vessel. It is recommended that the following activities to be carried out in the next engineering phase: Revisit all analysis when the actual soil data at the new determined location is available since it is the most critical input for engineering design and corresponding jacket weight that defines the heavy lift vessel requirement. Find opportunity of obtaining other alternative heavy lift vessels if they have reasonably competitive day rate or opportunity to combine the work with another project or campaign to optimize mobilization cost. Further analyses project schedule, competitiveness, possibility of multiple times of re-use the jacket and geo-politic risks into EPCI bidding campaign. This implementation would be considered as PTTEP's first reusable offshore platform jacket design concept for such the water depth. Retrievable suction caisson base frame foundation, connecting jacket by grouting method at the initial stage and retrieving, wet towing entire structure altogether and installing on to the new location at a future stage is technically feasible. It could reduce CAPEX and improve economic of marginal field development project, maximize recoverable resources, reduce amount of waste that in line with PTTEP's Sustainable Development strategy.
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可重复使用井口平台护套概念研究
研究的目的是研究可行的导管架和基础设计配置,安全可靠的方法和技术,运输和安装新的可重复使用的井口平台导管架,以服务于初始阶段的分阶段开发。夹克也被设计成能够在未来发展的新位置检索,重新定位和再利用。确定了新建和重复使用井口平台护套的开发成本。对工程设计施工的各种概念和搬迁能力进行了筛选,并选择了最合适的概念。根据现有的土壤数据、场地条件、水深和项目要求,考虑到新使用和重复使用阶段的施工和搬迁能力,验证了初步的基础和护套尺寸。通过进一步的详细分析,确定了基础和导管的尺寸,进一步完善和确定了两个阶段所选设计的整体结构完整性。对两个阶段的建设能力和运行风险进行了进一步评估。根据工程设计和施工方法估算了这两个阶段的相应成本。结果表明,所选择的井口平台护套可重复使用方案在技术上是可行的。实践证明,该吸桩基础安装方便、回撤方便。由于与设计水深相对应的结构重量较大,从运输和安装方式上,新建结构设计分为两部分:1)基础框架与吸力沉箱基础2)上部夹套。两部分将采用注浆法连接。当重复使用时,整个结构将被回收,从海床上抬起,湿拖,并由重型起重船安装到现场的新位置。建议在下一个工程阶段进行以下活动:当新确定位置的实际土壤数据可用时,重新进行所有分析,因为它是工程设计和相应的套管重量的最关键输入,定义了重型提升船的要求。寻找获得其他替代重型起重船的机会,如果他们有合理的竞争性日费率,或者有机会将工作与其他项目或活动结合起来,以优化动员成本。进一步分析项目进度、竞争力、多次重复使用的可能性以及EPCI投标活动中的地缘政治风险。这将被认为是PTTEP在这种水深下的第一个可重复使用的海上平台导管套设计概念。可回收吸式沉箱基础框架基础,初期采用注浆法连接夹套,后期将整个结构全部回收、湿拖并安装到新位置,在技术上是可行的。降低边际油田开发项目的资本支出,提高边际油田开发项目的经济性,最大化可采资源,减少浪费,符合PTTEP的可持续发展战略。
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