State estimation method for deepwater drilling riser system based on monitoring information

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
Zhaowei Liu , Xiuquan Liu , Guole Jia , Lumeng Huang , Yuanjiang Chang , Guoming Chen , Xiaoqiang Guo
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引用次数: 0

Abstract

The state of the deepwater drilling riser system is critical for risk management. Monitoring is the most direct and accurate way to obtain the state. However, the large-scale deepwater drilling riser system makes it difficult to deploy global monitoring instruments, resulting in only local states that can be obtained by monitoring. Obtaining the global state of the deepwater drilling riser system has long been an engineering challenge. A state estimation methodology based on the locally monitored state and prior model of the drilling riser is proposed to solve the challenge. The locally monitored state includes the current state, floating drilling platform motion state, and riser string local acceleration state. The prior model includes the structural mechanics model of the drilling riser and various load models. A backpropagation model based on cross entropy and gradient descent method is established to modify the local prior model according to the locally monitored state. A global state estimation model is established by extending the modified local prior model with the proposed construction strategy. A drilling riser system with a water depth of 1000 m is selected to test the state estimation method. The results show that the proposed state estimation method can effectively estimate the global state of the deepwater drilling riser system. The estimation effect of the drilling riser state caused by the wave is relatively better than that caused by the current. The monitoring location has a significant effect on the estimation results of the drilling riser state caused by the current.
基于监测信息的深水钻井隔水管系统状态估计方法
深水钻井隔水管系统的状态对风险管理至关重要。监控是获取状态最直接、最准确的方式。然而,大型深水钻井隔水管系统难以部署全球监测仪器,导致只能通过监测获得局部状态。长期以来,获取深水钻井隔水管系统的全局状态一直是一个工程难题。针对这一问题,提出了一种基于钻井隔水管局部监测状态和先验模型的状态估计方法。本地监测的状态包括当前状态、浮式钻井平台运动状态和立管管柱本地加速状态。先验模型包括钻井隔水管的结构力学模型和各种载荷模型。建立了基于交叉熵和梯度下降法的反向传播模型,根据局部监测状态对局部先验模型进行修正。将改进的局部先验模型与所提出的构造策略进行扩展,建立了全局状态估计模型。选取水深为1000m的钻井隔水管系统进行状态估计方法的试验。结果表明,所提出的状态估计方法能够有效地估计深水钻井隔水管系统的整体状态。波浪对钻井隔水管状态的估计效果相对好于电流对钻井隔水管状态的估计。监测位置对由电流引起的钻井隔水管状态的估计结果有显著影响。
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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
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