Laboratory investigation of flow behavior in an open channel with emerged porous rigid and flexible vegetation

IF 2.5 3区 工程技术
Kashif Iqbal, Usman Ghani, Ghufran Ahmed Pasha, Nadir Murtaza, Muhammad Kaleem Ullah, Naveed Anjum
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Abstract

This study aims to investigate the influence of various vegetation patches with varying porosities on the hydraulic properties of a vegetated open channel under subcritical flow conditions. This research work investigated three types of vegetation patches: Rigid, flexible, and a combination of the two. In total five vegetation patches with three different porosities for each patch were investigated. Effect of these vegetation patches on various hydraulic parameters such as backwater rise, energy reduction, water surface slope in the vegetation patch, hydraulic jump formation on the downstream side of the vegetation patch, reduction in fluid force index (RFI), moment index (RMI), overflow volume (ΔQ) were studied. The findings revealed that the backwater rise increased in the case of rigid patch as the initial Froude number increased, whereas it decreased in the case of flexible and combined vegetation patches. It was observed that as the porosity increased from low (Pr = 0.90) to high (Pr = 0.99), the backwater rise decreased for all vegetation patches. The relative energy reduction rate increased for the rigid patch and showed a reverse trend for the flexible and combined vegetation patches with increasing initial Froude number. In the combined vegetation arrangement, the energy reduction values were highest for the alternate rigid and flexible (ARF) vegetation patches and lowest for the longitudinal rigid and flexible (LRF) vegetation patches. This study identified the presence of a hydraulic jump downstream of the vegetation patch, as indicated by the Froude number in the range of 1.0–1.7. The study also found that RFI, RMI, ΔQ had the highest values of 19.05%, 19.05%, 80.20%. The results of this study provide insight into the impact of vegetation patches with varying porosities on open-channel flow characteristics and can help develop sustainable vegetation management strategies.

具有多孔刚性和柔性植被的明渠流动特性的实验室研究
本研究旨在研究亚临界流动条件下不同孔隙度植被斑块对植被明渠水力特性的影响。本研究调查了三种类型的植被斑块:刚性、柔性和两者的组合。总共调查了5个植被斑块,每个斑块有3种不同的孔隙度。研究了这些植被斑块对回水上升、能量减少、植被斑块水面坡度、植被斑块下游水力跳跃形成、流体力指数(RFI)、弯矩指数(RMI)降低、溢流体积(ΔQ)等水力参数的影响。结果表明:随着初始弗劳德数的增加,刚性斑块的回水上升幅度增大,而弹性斑块和复合植被斑块的回水上升幅度减小;结果表明,随着孔隙度从低(Pr = 0.90)到高(Pr = 0.99)的增加,各植被斑块的回水上升均呈下降趋势。随着初始弗劳德数的增加,刚性斑块的相对能量减少率增加,而柔性斑块和组合植被斑块的相对能量减少率呈相反趋势。在组合植被布置中,交替刚柔植被斑块的能量减少值最高,纵向刚柔植被斑块的能量减少值最低。本研究确定了植被斑块下游存在一个水力跳跃,由弗鲁德数在1.0-1.7范围内表示。研究还发现,RFI、RMI、ΔQ的值最高,分别为19.05%、19.05%、80.20%。研究结果揭示了不同孔隙度植被斑块对明渠水流特征的影响,有助于制定可持续的植被管理策略。
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来源期刊
自引率
12.00%
发文量
2374
审稿时长
4.6 months
期刊介绍: Journal of Hydrodynamics is devoted to the publication of original theoretical, computational and experimental contributions to the all aspects of hydrodynamics. It covers advances in the naval architecture and ocean engineering, marine and ocean engineering, environmental engineering, water conservancy and hydropower engineering, energy exploration, chemical engineering, biological and biomedical engineering etc.
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