Submarine mass movements and their interaction with critical offshore infrastructure

海底质量运动及其与关键海上基础设施的相互作用

• 批准号: EP/Y00132X/1
• 负责人: Alessandro Leonardi
• 金额: $ 21.01万
• 依托单位: University of Sheffield
• 依托单位国家: 英国
• 项目类别: Research Grant
• 财政年份: 2024
• 资助国家: 英国
• 起止时间: 2024 至 无数据
• 项目状态: 未结题
• 来源: https://gtr.ukri.org/projects?ref=EP%2FY00132X%2F1
• 关键词: Submarine; mass; movements; their; interaction

The expansion of the current domestic wind power capacity is key to hit the energy security targets of the UK. It is also a significant contributor to the reduction of our dependency on fossil fuels, and to the achievement of net zero emissions by 2050. Wind power relies on infrastructure such as offshore foundations, pipelines, and power cables, all of which are exposed to hazard from ground instabilities. In particular, submarine landslides have the potential of disrupting services by cutting power cables, leading to operational disruptions and costly repairs. In order to ensure that engineers provide effective and efficient power transmission systems, predictive models of landslide-infrastructure interaction need to be developed.Available geotechnical approaches for estimating the impact of a submarine landslide on infrastructure rely on the application of scaled laboratory models, placed within a geotechnical centrifuge. However, uncertainties in the relevant centrifuge scaling laws make applications of test data to wider engineering practice problematic. This project aims to address this knowledge gap by combining the development of a numerical model with experimental work at a world-leading facility at Delft Institute of Technology (the Netherlands). Direct measurements of velocity, pore water pressure, and structure deformation will be performed the in experiments. The measurements will be compared with the results of simulations at different scales, thus allowing the isolation of scaling effects.This project aims to expand the use of the geotechnical centrifuge to encompass problems of interaction between submerged landslides and flexible power cables. Such an expansion, it is envisaged, will foster the next generation of hazard assessment strategies. Engineers will be able to make a better judgement on whether their designs are resilient, and to design more appropriate and effective mitigation systems.

目前国内风电容量的扩大是实现英国能源安全目标的关键。它也是减少我们对化石燃料依赖和到2050年实现净零排放的重要贡献者。风力发电依赖于基础设施，如海上基础，管道和电力电缆，所有这些都暴露在地面不稳定的危险中。特别是，海底滑坡有可能切断电缆，中断服务，导致运营中断和昂贵的维修费用。为了确保工程师提供有效和高效的电力传输系统，滑坡基础设施相互作用的预测模型需要developed.Available岩土工程方法，用于估计海底滑坡对基础设施的影响依赖于应用缩放的实验室模型，放置在土工离心机。然而，在相关的离心比例定律的不确定性，使应用程序的测试数据，以更广泛的工程实践的问题。该项目旨在通过将数值模型的开发与德尔夫特理工学院（荷兰）世界领先设施的实验工作相结合，解决这一知识差距。在实验中将进行速度、孔隙水压力和结构变形的直接测量。测量结果将与不同尺度的模拟结果进行比较，从而隔离尺度效应。本项目旨在扩大土工离心机的使用范围，以涵盖水下滑坡和柔性电力电缆之间的相互作用问题。据设想，这种扩展将促进下一代危害评估战略。工程师将能够更好地判断他们的设计是否具有弹性，并设计更合适和有效的缓解系统。