一种非调谐机器学习方法模拟粘土中冰-海底相互作用过程

IF 4.8 Q2 ENERGY & FUELS Journal of Pipeline Science and Engineering Pub Date : 2021-12-01 DOI:10.1016/j.jpse.2021.08.005
Hamed Azimi, Hodjat Shiri, Eduardo Ribeiro Malta
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引用次数: 7

摘要

北极地区的石油和天然气开采预计将在未来几年扩大。这些碳氢化合物通过海底管道从海上输送到陆地;然而,海洋管道受到流动冰山的威胁,在温暖的月份,海底可能会被移动的物体挖出。海底挖沟和回填通常用于埋置海底管道,以防止冰冲刷的物理保护。对于基于应力的设计方法,变形和力通常是海底资产的控制设计因素。在这项研究中,使用一种名为“自适应极限学习机”(SAELM)的非调谐自适应机器学习(ML)来模拟下泥粘土的位移和反作用力。首先,根据影响冰冲特征的参数定义了15个SAELM模型。随后,将构建的数据集的70%和30%分别用于ML模型的训练和测试。然后选择最优的隐层神经元个数和最优的激活函数用于SAELM网络。通过综合敏感性分析,引入了优质SAELM模型和对潜泥粘土特征估计影响最大的输入参数。分析结果表明,水平荷载系数和断层泥深度比是影响反力模型的最重要参数,而土壤深度对冰致粘土变形的模拟有重要影响。最后,提出了一套基于saelm的下泥粘土参数估计方程。
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A non-tuned machine learning method to simulate ice-seabed interaction process in clay

Exploitation of oil and gas in the Arctic area is expected to expand in the coming years. These hydrocarbons are transferred through subsea pipelines from offshore to onshore; however, the marine pipelines are threatened by traveling icebergs where the seabed may be gouged by the moving masses in warmer months. Subsea trenching and backfilling are usually utilized to bury the subsea pipelines for physical protection against the ice scouring. Regarding the stress-based design methods, deformations and forces are generally the controlling design factors for the subsea assets. In this study, the subgouge clay displacements and the reaction forces were simulated using a non-tuned self-adaptive machine learning (ML) entitled “self-adaptive extreme learning machine” (SAELM). Initially, fifteen SAELM models were defined by means of the parameters affecting the ice-scoured features. Subsequently, 70% and 30% of the constructed dataset were respectively applied to train and test the ML models. After that, the optimum number of hidden layer neurons and the best activation function were selected for the SAELM network. By conducting a comprehensive sensitivity analysis, the premium SAELM models and the most influencing input parameters in estimation of the subgouge clay characteristics were introduced. Regarding the performed analyses, the horizontal load factor and the gouge depth ratio were identified as the most influential parameters to model the reaction forces, whereas the soil depth had a significant impact for simulation of the ice-induced clay deformations. Finally, a set of SAELM-based equations were presented to estimate the subgouge clay parameters.

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