刚性植物影响下水流结构与紊动特征OA
Flow Structure and Turbulence Characteristics Under the Impact of Rigid Vegetation
通过室内物理模型试验方法,研究刚性植物影响下水流紊动特性.采用圆柱形木棒模拟刚性植物群落,系统探究了不同淹没度与水动力条件(规则波、波流耦合)下植物对垂向流速分布及紊动结构的影响.试验结果表明:植物通过形态阻力显著降低水流速度,规则波条件下流速衰减率达14%~32%,且衰减幅度与植物密度呈显著正相关;植物对紊动具有双重作用,淹没植物冠层顶部产生的冠层剪切紊动占水体总紊动能量的20%~38%,植物茎干产生的尾流紊动能量占比达26%~77%,但部分水深处植物会减弱紊动,使紊动能量降低8%~40%.试验中设置的波流耦合方案为强波弱流条件,该条件下植物对水流的影响表现出与规则波较相似的规律.总体上,植物通过改变流速和紊动能量的分布,显著影响了水体的紊动特性.
This paper investigated the turbulent characteristics of flow through rigid vegetation using laboratory physical model experiments,with cylindrical wooden rods simulating rigid plant canopies.The effects of vegetation on vertical velocity profiles and turbulence structures were systematically examined under two submergence ratios(submerged and emergent conditions)and different hydrodynamic regimes(regular waves and wave-dominated wave-current interactions).The results revealed that vegetation significantly attenuated flow velocities via form drag,with reduction rates of 14%~32%under regular waves,increasing with vegetation density.Vegetation exerted dual effects on turbulence:canopy-scale shear turbulence generated at the top of submerged vegetation contributed 20%~38%to total turbulent kinetic energy(TKE),while stem-scale wake turbulence accounted for 26%~77%.Conversely,turbulence was suppressed by 8%~40%at certain depths due to reduced shear and enhanced energy dissipation within the canopy.Under wave-dominated wave-current conditions,velocity and turbulence patterns closely mirrored those observed under regular waves alone.Overall,rigid vegetation significantly altered turbulence characteristics by redistributing velocity and TKE.
娄厦;陆天衡;汪豪;杨中元;薛剑锋;刘曙光;刘浩男;FEDOROVA Irina Viktorovna;RADNAEVA Larisa Dorzhievna
同济大学 土木工程学院,上海 200092||同济大学 长江水环境教育部重点实验室,上海 200092||同济大学 土木工程防灾减灾全国重点实验室,上海 200092同济大学 土木工程学院,上海 200092同济大学 土木工程学院,上海 200092同济大学 土木工程学院,上海 200092长江水利委员会水文局长江口水文水资源勘测局,上海 200136同济大学 土木工程学院,上海 200092||同济大学 土木工程防灾减灾全国重点实验室,上海 200092同济大学 土木工程学院,上海 200092圣彼得堡大学 地球科学研究所,圣彼得堡 199034俄罗斯科学院西伯利亚分院贝加尔自然资源管理研究所,乌兰乌德 670047
建筑与水利
滨海湿地紊动特性刚性植物水流阻力
coastal wetlandturbulence characteristicsrigid vegetationflow resistance
《同济大学学报(自然科学版)》 2026 (6)
934-949,16
国家自然科学基金(42072281)上海市科技创新行动计划(22ZR1464200,22230712900).
评论