The Application of OpenFOAM in Modelling Flow for Vegetated Channel

IF 0.6 Q3 ENGINEERING, MULTIDISCIPLINARY Jurnal Kejuruteraan Pub Date : 2023-07-30 DOI:10.17576/jkukm-2023-35(4)-19
Muhammad Azizol Mohd Yusof, Suraya Sharil, Wan Hanna Melini Wan Mohtar, Azam Che Idris, Anuar Mohd Yusof
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Abstract

Vegetation plays an important role in the hydrodynamic behaviour of an open channel flow. This study attempted to investigate the flow characteristics of an emergent vegetated channel using Open-source Operations and Manipulation (OpenFOAM). InterFoam is an OpenFOAM solver used to model this simulation. It is one of the methods available to model free-flow surface flow. Results for flow velocity profile can be generated using ParaView software. This study used a constant inlet velocity of 0.0417 m/s. There are two sets of models including model L8 with a solid volume fraction (SVF) of 8% using 9 rigid dowels, and model 4S with SVF of 4% using 17 dowels within a 1.2 m2 study area. Dowels in L8 are arranged in linear formation compared to the 4S model in a staggered arrangement. The study found that in model 4S, the stem-scale vortices are developed individually after each dowel due to sparse staggered vegetation. Meanwhile, model 8L suggests oppositely the vortex is cramped from the closeness of the dowels. The shear layer is formed as the flow enters the vegetation patch at upstream and the instability causes the shear layer vortices between inside and outside the vegetation region. Both models agreed that as the flow moves downstream the vortices are greater and make the streamwise velocity region become slower. The vertical velocity profile acknowledges the shear layer patch-scale vortices have a greater influence on the flow of both models. The magnitude of turbulence intensity in lateral directions is bigger in model 4S than in model 8L. The influence of vortices shed by upstream cylinders has an increasing impact on the irregular shedding behaviour of downstream cylinders as plant density increases. In general, the TKE values of the Model 4S are higher than those of the Model 8L. Regardless of the solid volume percentage difference, the vegetation pattern between linear and staggered has an effect on the flow. Computational Fluid Dynamic (CFD) is indeed capable to solve complex hydrodynamic characteristics.
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OpenFOAM在植被河道流动建模中的应用
植被在明渠水流的水动力特性中起着重要的作用。本研究试图使用开源操作和操作(OpenFOAM)来研究一个紧急植被通道的流动特性。InterFoam是一个OpenFOAM求解器,用于对该模拟进行建模。它是模拟自由流动表面流动的一种有效方法。利用ParaView软件可以生成流速剖面的结果。本研究采用0.0417 m/s的恒定进口速度。在1.2 m2的研究区域内,有两组模型,L8模型固体体积分数(SVF)为8%,使用9个刚性销钉,4S模型SVF为4%,使用17个销钉。L8中的销子呈线性排列,而4S则呈交错排列。研究发现,在模型4S中,由于植被稀疏交错,每一次销钉后茎尺度涡都是单独发育的。与此同时,8L模型相反地表明,由于销钉的紧密,旋涡受到了限制。剪切层是气流在上游进入植被斑块时形成的,这种不稳定性导致植被区域内外的剪切层涡旋。两种模型一致认为,当气流向下游移动时,旋涡更大,使顺流速度区变慢。垂直速度廓线表明切变层斑块尺度涡对两种模式的气流影响较大。4S型横向湍流强度比8L型大。随着植物密度的增加,上游柱体脱落的旋涡对下游柱体不规则脱落的影响越来越大。总体而言,Model 4S的TKE值高于Model 8L。无论固体体积百分比差异如何,线性和交错植被格局对流量都有影响。计算流体动力学(CFD)确实能够求解复杂的流体动力学特性。
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来源期刊
Jurnal Kejuruteraan
Jurnal Kejuruteraan ENGINEERING, MULTIDISCIPLINARY-
自引率
16.70%
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0
审稿时长
24 weeks
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