A Flexible Riser System for Ultra-Deepwater

Yucheng Hou, Jiabei Yuan, Z. Tan
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Abstract

For the application of flexible riser in ultra-deepwater beyond 2000m water depth, one of the technical challenges is the existence of ultra-high-tension loads induced from riser self-weight and amplified by its dynamic responses. The high-tension loads impose additional equipment and operational constrains in riser installation and application. For example, the high-tension loads limit the choice of installation vessel and prohibit the use of disconnectable turret moored system technology, which protects the riser system during extreme weather events. The industry has been developing innovative technologies to mitigate the high-tension loads anticipated in ultra-deepwater riser applications, such as using light weight composite material, buoyancy modules, hybrid riser tower structures, etc. This paper presents an innovative fully flexible riser solution for deep water application: a step riser configuration and it's variation-patented by BHGE. The technology was evolved from traditional free hanging configuration and based on existing proven reliable technologies. The step riser configuration is characterized by utilizing buoyancy tank/modules arrays to maximize uplifting buoyancy efficiency and exerting the buoyancy force directly to riser midline connections instead on the riser body directly. Extensive numerical simulations were performed to better understand the step riser's dynamic response characteristics, with validation through scale-model tank tests. This paper also includes an alternative buoyancy module and buoyancy system design, for potentially significant savings in fabrication cost and improvements in offshore installation efficiency. The step riser configuration permits various buoyancy designs to suit the capacity of installation vessels and to improve the riser extreme and fatigue performance in service. The technology also enables applicability for disconnectable turret moored systems in ultradeepwater application. It shows that the presented technology is a practical and reliable solution for ultradeepwater applications, with providing potential cost saving opportunity.
一种用于超深水的柔性立管系统
柔性隔水管在水深超过2000m的超深水领域的应用,其技术挑战之一是存在由隔水管自重引起的超高张力载荷,并被隔水管的动力响应放大。高压载荷对立管的安装和应用施加了额外的设备和操作限制。例如,高压载荷限制了安装船舶的选择,并禁止使用可断开的转塔系泊系统技术,该技术可以在极端天气事件下保护立管系统。业界一直在开发创新技术,以减轻超深水隔水管应用中预期的高压载荷,例如使用轻质复合材料、浮力模块、混合式隔水管塔结构等。本文介绍了一种适用于深水应用的创新的全柔性立管解决方案:一种阶梯立管配置及其变体,该方案已获得BHGE的专利。该技术是从传统的自由悬挂结构发展而来的,基于现有的可靠技术。阶梯式立管结构的特点是利用浮力罐/模块阵列来最大化升力效率,并将浮力直接施加到立管中线连接处,而不是直接施加到立管体上。为了更好地了解阶梯立管的动态响应特性,进行了大量的数值模拟,并通过比例模型罐试验进行了验证。本文还介绍了另一种浮力模块和浮力系统设计,可以显著节省制造成本,提高海上安装效率。阶梯式立管配置允许各种浮力设计,以适应安装容器的容量,并改善立管在服务中的极限和疲劳性能。该技术还可用于超深水应用中的可拆卸转塔系泊系统。这表明,该技术是一种实用可靠的超深水应用解决方案,具有潜在的成本节约机会。
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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