首页|Characteristics of turbulent flow in 3-D pools in the presence of submerged rigid vegetation in channel bed

Characteristics of turbulent flow in 3-D pools in the presence of submerged rigid vegetation in channel bed

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In this study,the interaction between 3-D bedforms and submerged rigid vegetation has been investigated.Various laboratory experiments were conducted to study the distribution of flow velocity,Reynolds shear stress,turbulent kinetic energy,and skewness coefficients for a constant density of vegetation.Results showed that the velocity profiile in the pool section deviates from those in the upstream section of the pool.It has been found that the dip parameter varied between 0.6 H and 0.9 H depending on various factors including bed roughness,vegetation distribution,and pool entrance/exit slopes.However,scattered vegetation in the pool and differences in slopes created non-uniform flow conditions.Also,in the wake region behind each vegetated element,flow velocity reduced signifiicantly,and small-scale eddies are formed,causing increased perturbations.By decreasing the entrance slope and bed roughness,relatively uniform flow and weaker turbulence was resulted,but the random distribution of vegetated elements counteracted this balance and intensified turbulence.With the decrease in the pool entrance slope,the contribution of sweep event decreased and the contribution of ejection event increased.

Submerged rigid vegetation3-D poolReynolds shear stressskewness coefficients

Kourosh Nosrati、Hossein Afzalimehr、Jueyi Sui、Hamid Reza Reisifar

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Natural Disasters Prevention Research Center,Faculty of Civil Engineering,Iran University of Science and Technology,Tehran,Iran

School of Engineering,University of Northern British Columbia,Prince George,Canada

2024

水动力学研究与进展B辑
中国船舶科学研究中心

水动力学研究与进展B辑

CSTPCDEI
影响因子:0.596
ISSN:1001-6058
年,卷(期):2024.36(1)
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