Investigation of Vertical Axis Wind Turbine Performance with Savonius Rotor on Air Ejector Dimensions using Computational Fluid Dynamics

Q2 Mathematics CFD Letters Pub Date : 2024-01-11 DOI:10.37934/cfdl.16.5.121134
Ismail, Rinawati, Imam Muzaki
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Abstract

This study evaluates the tsunami forces exerted on a terrestrial structure caused by a collision-induced tsunami. Conventionally, assessing these forces relies on the inundation depth of the colliding tsunami passing without the presence of the terrestrial structure. However, it is essential to consider the inundation depth and incident fluid velocity, as both significantly influence the resulting tsunami forces. In this research, ANSYS Fluent 17.2 is employed to simulate excitation sources using a Defined Function (UDF) code within a C++ framework. The dynamic meshing technique is adopted to replicate the interactions between the bore pressure of the tsunami and an idealised vertical wall structure across three distinct water levels. Computational Fluid Dynamics (CFD) modelling demonstrates the proposed methodology's capability to offer precise impact pressure distributions concerning geographical and temporal aspects. The findings reveal specific instances: at a water depth of 10 m, the maximum Froude number is attained at 3.5 and 6.9 seconds, corresponding to a maximum pressure value of 3.9x105 Pa at 3.85 seconds for a water flow velocity of 20 m/sec. Similarly, for a water depth of 12 m, the most significant Froude number is observed at 3.95 and 6.9 seconds, with a peak pressure value of 1.8x105 Pa at 4.6 seconds, associated with a water flow velocity of 15 m/s. Additionally, at a water depth of 14 m, the maximum Froude number is reached at 4.95 and 7.1 seconds, accompanied by a maximum pressure value of 7.4x104 Pa at 4.85 seconds for a water flow velocity of 10 m/s.
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利用计算流体动力学研究带有萨沃尼乌斯转子的垂直轴风力涡轮机在空气喷射器尺寸上的性能
本研究评估了碰撞引发的海啸对陆地结构造成的海啸力。通常情况下,评估这些作用力依赖于碰撞海啸在没有地面结构存在的情况下通过的淹没深度。然而,必须考虑淹没深度和入射流体速度,因为两者都会对所产生的海啸力产生重大影响。本研究采用 ANSYS Fluent 17.2 在 C++ 框架内使用定义函数(UDF)代码模拟激振源。采用动态网格技术来复制海啸孔压与理想化垂直墙体结构在三个不同水位之间的相互作用。计算流体动力学(CFD)建模展示了所提出的方法在地理和时间方面提供精确冲击压力分布的能力。研究结果揭示了一些具体实例:在水深 10 米处,最大弗劳德数在 3.5 秒和 6.9 秒时达到,对应于 20 米/秒的水流速度,在 3.85 秒时的最大压力值为 3.9x105 帕。同样,水深为 12 米时,在 3.95 秒和 6.9 秒时观测到最显著的 Froude 数,在 4.6 秒时达到 1.8x105 帕的压力峰值,水流速度为 15 米/秒。此外,在水深 14 米处,4.95 秒和 7.1 秒时达到最大 Froude 数,4.85 秒时的最大压力值为 7.4x104 帕,水流速度为 10 米/秒。
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来源期刊
CFD Letters
CFD Letters Chemical Engineering-Fluid Flow and Transfer Processes
CiteScore
3.40
自引率
0.00%
发文量
76
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