管道周围结冰的流体力学数值评估

Giuseppe Blasioli, F. Marchesani
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引用次数: 0

摘要

为了响应2015年在巴黎举行的联合国气候变化框架公约,由于大气中二氧化碳的释放,需要减少全球变暖,这导致了一项新的业务,即在专用的深水水库中捕获和储存二氧化碳。从这个意义上说,通过海上管道输送冷凝天然气所必需的低温二氧化碳是一种商业和技术上有效的策略。与凝析气运输相关的问题之一是运输系统(在这种情况下是海上管道)与环境之间的热交换。这种气体通常在极低的温度下以液相的形式由船舶运输,例如在二氧化碳的情况下为- 30°C。在相同温度下将流体引入管道,以避免进一步消耗加热能量。海上管道的设计受到这些操作条件的影响,即内部流体非常冷,外部水温略高于0°C,这可能会受到管道周围结冰的影响。冰厚的形成主要受外部对流系数的影响。对于位于深海、海流可忽略不计的海上管道,只能在管道外表面发生自然对流现象。考虑稳态情景,从内部流体到外部环境的热量传递是由系统的每个组成部分的热阻控制的,如流体、钢、防腐涂层、绝热层(如果有的话)和由于海水引起的外部对流。海水和冰的形成温度都很低,大约在- 2°C,这使得海水密度接近最大值:通常这发生在稍冷的温度下,这取决于盐度和水深(对于淡水来说,最大值是在4°C)。自然对流是由流体密度随温度变化而产生的浮力效应驱动的:上述情况导致这些效应最小化,从而使自然对流引起的传热(增加热阻)最小化。文献中的大多数相关性与不同的温度范围有关,远离这种特殊情况:使用计算流体动力学技术进行了数值研究。利用商业CFD软件FLUENT进行分析:该模型基于水下管道的二维网格。•不同作者通过Nusselt数估计沉水柱体自然对流系数的研究进展;•给出了基于边界层行为的不同数值方法的描述;•显示了一个典型的应用程序。
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Fluid Dynamics Numerical Assessment to Evaluate the Ice Formation Around the Pipeline
In response to the UNCCC held in Paris in 2015 the need to reduce the global warming, due to CO2 release in atmosphere, led to a new business for the capture and storage of CO2 in dedicated deep water reservoir. In this sense the transport of the CO2 at low temperature, necessary to condensate the gas, through offshore pipeline is a commercial and technical valid strategy. One of the issues related to the transport of a condensate gas is the thermal exchange between the transport system, in this case offshore pipelines, and the environment. The gas is usually carried by ships in a liquid phase at very low temperatures, for example −30 °C in case of CO2. The fluid is introduced into the pipeline at the same temperature to not further consume energy for warming up. The design of the offshore pipeline subject to these operating conditions, very cold fluid internally and a water temperature slightly over 0°C at external side, can be affected by the ice formation around the pipe. The ice thickness formation is primarily governed by the external convection coefficient. For the offshore pipelines located in deep waters where the sea currents are negligible, only the natural convection phenomena can occur on the external surface of the pipeline. Considering steady state scenario the heat transfer from the internal fluid to the external environmental is governed by the thermal resistance of each component of the system like fluid, steel, anticorrosion coating, thermal insulation if any and external convection due to the seawater. The low temperatures of both seawater and ice formation, approximately at −2°C, allow to be close to the maximum value of the seawater density: usually this occurs at a slightly colder temperatures depending on salinity and water depth (for the fresh water the maximum is at 4°C). The natural convection is driven by the buoyancy effect due to fluid density variation with temperature: the scenario described above lead to minimizes these effects and consequently the heat transfer due to the natural convection (increasing the thermal resistance). Most of the correlations in literature are related to different temperature ranges, far away from this particular situation: a numerical investigation using computational fluid dynamics technique has been performed. The analysis is executed by means of commercial CFD software FLUENT: the model is based on a two dimensional grid of a pipe submerged in water. In this paper: • The state-of-the-art about the natural convection coefficient estimate for submerged cylinders proposed by different authors through Nusselt number assessment; • A description of the proposed numerical approach is given highlighting the different approaches based on the boundary layer behavior; • A typical application is shown.
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