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不同密度下相邻植被群的水流结构发展特性

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植被群是河流动力系统的基本组成要素,通常成群存在于河道中,相邻植被群之间相互作用,对河道水流结构产生影响.本文采用均匀圆柱体木棍模拟刚性植株,交错排列组成疏密不同的圆形植被群,并排布置于水槽中,研究不同密度下相邻植被群的水流结构特性.试验结果表明:与单一植被群相比,水流流经并排植被群时,其结构呈现不一样的特点,据此提出相邻植被群的水流结构纵向发展分区:上游调整区、内部调整区、内外剪切层发展区、尾流融合区以及流速恢复区.流速自植被群上游某一断面开始减小,并一直持续至植被群前端,流速减幅随植被群密度增大而增大,此区域为上游调整区;植被群密度对上游调整区长度无显著影响.流经植被区时,单植中心线流速进一步减小,两植中心线流速迅速增加,此区域为内部调整区;该区域内植被群密度越大,单植中心线流速减幅越大.植被群下游,单植中心线流速自植被群末端沿程减小,直至产生流速最小值,此区域为内外剪切层发展区;单植中心线最小流速随植被群密度增大而减小并趋于0,内外剪切层发展长度L1随植被群密度增大先减小后趋于稳定.两植中心线流速在植被群末端出现最大值,随后沿程减小,在距离植被群末端Lm处出现最小值,植被群密度越大,两植中心线最大流速越大,两植中心线最小流速及Lm越小.定义(Lm-L1)为尾流融合区,此区域内单植中心线流速沿程增加,在Lm处与两植中心线流速相等,此时两个外剪切层相遇,左右植被群尾流在横向掺混的作用下,融合成一个大的尾流结构.本文还提出了出流流速、最小尾流流速及两植中心线最小流速的计算公式.
Influence of Neighboring Vegetation Patches on Flow Structure Characteristics with Different Densities
Vegetation patches constitute the foundational elements of river dynamic systems,often forming communities within channels.This study examines how the interaction between neighboring vegetation patches influences flow structure.A pair of adjacent vegetation patches,con-structed from staggered rigid cylinders with varying densities,is used in the experiments.The findings indicate significant differences in flow structure when water traverses these adjacent patches compared to an isolated patch.Hence,a flow structure partition for adjacent patches is pro-posed,including an upstream adjustment region,a vegetation interior region,a shear layers region,and a wake merger region.The upstream ad-justment length indicates the distance upstream from the obstruction where velocity starts to deviate from its far upstream value.This reduction in velocity is pronounced in denser patches,although the upstream adjustment length remains unaffected by vegetation density.The velocity at the centerline of each patch significantly decreases,whereas the velocity between the patches increases rapidly,a characteristic of the vegetation in-terior region.The reduction in individual patch velocity is again observed in denser patches.In the downstream area,the shear layers region ex-tends from the trailing edge of the patches to the point of minimal velocity behind each isolated patch.With increasing vegetation density,the smallest velocity approaches zero,while the length of the shear layers region,denoted as L1,initially decreases before stabilizing.The highest ve-locity on the centerline between the patches occurs near the trailing edge,with the lowest velocity observed at a distance(x/D=Lm)from the trail-ing edge.As vegetation density increases,the maximum velocity on the centerline between the patches rises,but the minimum velocity and Lm de-crease.The difference(Lm-L1)defines the length of the wake merger region;here,the centerline velocity of each patch increases and aligns with the velocity on the centerline between the patches,causing the wakes directly behind each patch to merge into a single,larger entity.In addition,the formulas for the exit velocity,steady wake velocity,and minimum centerline velocity of the two patches are presented.

neighboring vegetation patchesvegetation densityflow velocityflow structure partitionwakes

蒋北寒、杨洋、蔡枫、胡朝阳、岳逸超

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福州大学 土木工程学院,福建 福州 350116

福建省水动力与水工程重点实验室,福建 福州 350000

相邻植被群 植被密度 流速 水流结构发展 尾流

福建省水动力与水工程重点实验室开放基金国家自然科学基金资助项目国家自然科学基金资助项目

SDYKF2022125170904851509038

2024

工程科学与技术
四川大学

工程科学与技术

CSTPCD北大核心
影响因子:0.913
ISSN:2096-3246
年,卷(期):2024.56(3)
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