Computational analysis of fluid dynamics in open channel with the vegetated spur dike

被引:11
作者
Iqbal, Sohail [1 ]
Siddique, Muhammad [2 ]
Hamza, Ali [2 ]
Murtaza, Nadir [2 ]
Pasha, Ghufran Ahmed [2 ]
机构
[1] Saitama Univ, Grad Sch Sci & Engn, 255 Shimo Okubo,Sakuraku, Saitama, Saitama 3388570, Japan
[2] Univ Engn & Technol, Dept Civil Engn, Taxila 47050, Pakistan
关键词
Vegetated spur dike; Open channel; CFD; Numerical simulation; Flow characteristics; STRAIGHT COMPOUND CHANNELS; FLOW; RIVER; WATERWAYS; ENERGY;
D O I
10.1007/s41062-024-01636-w
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Many rivers around the globe are characterized by steep gradients, leading to intense water velocity during flood events, often resulting in spur dikes being submerged. This study concentrates on exploring vegetated spur dikes, aiming not only to prevent from failure but also to enhance ecosystems and landscapes. The approach involves modifying existing emerged dikes by making it submerged and adding vegetations at the top. The vegetation aspect was simulated using wooden cylinders, varying in density (sparse, intermediate, and dense), and set under different spur dike width conditions. In this research, a three-dimensional computational modeling approach was utilized, incorporating FLUENT as the primary simulation tool. The study adopted the standard \documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\:k-\epsilon\:$$\end{document} model to accurately simulate the flow dynamics. The reliability and precision of the numerical model were rigorously validated to ensure its accuracy. Findings indicated that spur dike width and vegetation density mutually influenced the depth-averaged velocity and the turbulence properties including turbulent kinetic energy, turbulent energy dissipation rate, and wall shear stress. Moreover, a direct correlation was observed between vegetation density and maximum flow deflection, whereas spur dike width also exhibited a significant influence on the spur dike field protection. Densely vegetated spur dikes showed a notable reduction of 48%, 36%, and 67% in the tip velocity, turbulent kinetic energy, and wall shear stress, respectively, compared to the case of submerged impermeable spur dike. Consequently, to protect spur dikes against intense turbulent flow, even under submerged conditions, the adoption of vegetated spur dikes is recommended.
引用
收藏
页数:15
相关论文
共 50 条
[1]   Environmental controls on coastal dune formation; Skallingen Spit, Denmark [J].
Aagaard, Troels ;
Orford, Julian ;
Murray, Andrew S. .
GEOMORPHOLOGY, 2007, 83 (1-2) :29-47
[2]   Impact of floating vegetation island on velocity distribution in open channel flow [J].
Anjum, Naveed ;
Iqbal, Sohail ;
Tanaka, Norio .
MODELING EARTH SYSTEMS AND ENVIRONMENT, 2024, 10 (02) :1631-1645
[3]   Effect of Rigid Vegetation on Velocity Distribution and Bed Topography in a Meandering River with a Sloping Bank [J].
Azarisamani, Amirhossein ;
Keshavarzi, Alireza ;
Hamidifar, Hossein ;
Javan, Mahmoud .
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2020, 45 (10) :8633-8653
[4]  
Aziz P, 2018, International Journal on Advanced Science Engineering and Information Technology, V8, P99, DOI [10.18517/ijaseit.8.1.3513, 10.18517/ijaseit.8.1.3513, DOI 10.18517/IJASEIT.8.1.3513]
[5]   Mean flow and turbulence around experimental spur dike [J].
Duan, Jennifer G. ;
He, Li ;
Fu, Xudong ;
Wang, Quangqian .
ADVANCES IN WATER RESOURCES, 2009, 32 (12) :1717-1725
[6]   Flow and longitudinal dispersion in channel with partly rigid floodplain vegetation [J].
Farzadkhoo, Maryam ;
Keshavarzi, Alireza ;
Hamidifar, Hossein ;
Ball, James .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2019, 172 (05) :229-240
[7]   On the Impact of Bed-Bathymetry Resolution and Bank Vegetation on the Flood Flow Field of the American River, California: Insights Gained Using Data-Driven Large-Eddy Simulation [J].
Flora, Kevin ;
Khosronejad, Ali .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2021, 147 (09)
[8]  
Fukuoka S., 1997, Proc. Hydraul. Eng, V41, P1129, DOI [10.2208/prohe.41.1129, DOI 10.2208/PROHE.41.1129]
[9]   Modeling effects of bank friction and woody bank vegetation on channel flow and boundary shear stress in the Rio Puerco, New Mexico [J].
Griffin, ER ;
Kean, JW ;
Vincent, KR ;
Smith, JD ;
Friedman, JM .
JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2005, 110 (F4)
[10]   Exploring Proper Spacing Threshold of Non-Submerged Spur Dikes with Ipsilateral Layout [J].
Gu, Zhenghua ;
Cao, Xiaomeng ;
Gu, Qiaoya ;
Lu, Wei-Zhen .
WATER, 2020, 12 (01)