Vertical Velocity Distribution in Open-Channel Flow with Rigid Vegetation

• Published in: TheScientificWorld Vol. 2014; no. 2014; pp. 1 - 6
• Main Authors: Zhu, Changjun, Chang, Xiangping, Hao, Wenlong
• Format: Journal Article
• Language: English
• Published: Cairo, Egypt Hindawi Publishing Corporation 01.01.2014; John Wiley & Sons, Inc; Hindawi Limited
• Subjects: Experiments; Flow velocity; Open channel flow; Plant resistance; Plants; Reynolds number; Rheology; Riparian environments; Rivers; Studies; Vegetation; Vegetation dynamics; Velocity distribution; Vertical distribution; Water
• ISSN: 2356-6140; 1537-744X; 1537-744X
• DOI: 10.1155/2014/146829

In order to experimentally investigate the effects of rigid vegetation on the characteristics of flow, the vegetations were modeled by rigid cylindrical rod. Flow field is measured under the conditions of submerged rigid rod in flume with single layer and double layer vegetations. Experiments were performed for various spacings of the rigid rods. The vegetation models were aligned with the approaching flow in a rectangular channel. Vertical distributions of time-averaged velocity at various streamwise distances were evaluated using an acoustic Doppler velocimeter (ADV). The results indicate that, in submerged conditions, it is difficult to described velocity distribution along the entire depth using unified function. The characteristic of vertical distribution of longitudinal velocity is the presence of inflection. Under the inflection, the line is convex and groove above inflection. The interaction of high and low momentum fluids causes the flow to fold and creates strong vortices within each mixing layer. Understanding the flow phenomena in the area surrounding the tall vegetation, especially in the downstream region, is very important when modeling or studying the riparian environment. ADV measures of rigid vegetation distribution of the flow velocity field can give people a new understanding.