The mechanism of energy loss and transition in a flow with submerged vegetation

被引:17
作者
Huai, W. X. [1 ]
Han, J. [1 ]
Geng, C. [1 ]
Zhou, J. F. [2 ]
Zeng, Y. H. [1 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
[2] Chinese Acad Sci, Inst Mech, Beijing 100192, Peoples R China
关键词
Energy balance; Energy loss; Energy transition; Steady uniform flow; Submerged vegetation; VERTICAL VELOCITY DISTRIBUTION; OPEN-CHANNEL FLOW; FLEXIBLE VEGETATION; MODEL; RESISTANCE; STREAMS;
D O I
10.1016/j.advwatres.2010.03.006
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The mechanism of energy balance in an open-channel flow with submerged vegetation was investigated. The energy borrowed from the local flow, energy spending caused by vegetation drag and flow resistance, and energy transition along the water depth were calculated on the basis of the computational results of velocity and Reynolds stress. Further analysis showed that the energy spending in a cross-section was a maximum around the top of the vegetation, and its value decreased progressively until reaching zero at the flume bed or water surface. The energy borrowed from the local flow in the vegetated region could not provide for spending; therefore, surplus borrowed energy in the non-vegetated region was transmitted to the vegetated region. In addition, the total energy transition in the cross-section was zero; therefore, the total energy borrowed from the flow balanced the energy loss in the whole cross-section. At the same time, we found that there were three effects of vegetation on the flow: turbulence restriction due to vegetation, turbulence source due to vegetation and energy transference due to vegetation, where the second effect was the strongest one. Crown Copyright (C) 2010 Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:635 / 639
页数:5
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