Transverse distribution of the streamwise velocity for the open-channel flow with floating vegetated islands

被引:11
作者
Fu, Xuecheng [1 ]
Wang, Feifei [1 ]
Liu, Mengyang [1 ]
Huai, Wenxin [1 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Floating vegetated island; Depth-averaged streamwise velocity; Velocity distribution; Secondary flow; Comprehensive friction factor; Drag force term; DEPTH-AVERAGED VELOCITY; 2-DIMENSIONAL ANALYTICAL SOLUTION; COMPOUND CHANNELS; TURBULENT-FLOW; WATER-QUALITY; BED SHEAR; EMERGENT; MODEL; RESISTANCE; LAYER;
D O I
10.1007/s11356-021-14353-z
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Floating vegetation islands (FVIs) have been widely utilized in various river ecological restoration projects due to their ability to purify pollutants. FVIs float at the surface of shallow pools with their roots unanchored in the sediment. Biofilm formed by roots under islands filters nutrients and particles in the water flowing through it. Flow field disturbance will occur, and transverse distribution of flow velocity will change due to the existence of FVIs. Transport efficiency of suspended solids, nutrients, and pollutants will also be altered. A modified analytical model that considers the effects of boundary friction, drag force of vegetation, transverse shear turbulence, and secondary flow is established to model the transverse distributions of depth-averaged streamwise velocity for the open-channel flow with FVIs using the Shiono and Knight Method. The simulation results with suitable boundary conditions successfully modeled the lateral profile of the depth-averaged streamwise velocity compared with the experimental results of symmetrical and unsymmetrical arrangements of FVIs. Hence, the presented model is of guiding significance to investigate the flow characteristics of rivers with FVIs.
引用
收藏
页码:51265 / 51277
页数:13
相关论文
共 43 条
[1]  
Abril JB., 1997, NUMERICAL MODELLING
[2]   Numerical investigation of flow with floating vegetation island [J].
Ai, Yi-dan ;
Liu, Meng-yang ;
Huai, Wen-xin .
JOURNAL OF HYDRODYNAMICS, 2020, 32 (01) :31-43
[3]   Direct measurement of vegetation resistance in prototype scale [J].
Armanini, A ;
Righetti, M ;
Grisenti, P .
JOURNAL OF HYDRAULIC RESEARCH, 2005, 43 (05) :481-487
[4]   Adjustment of a turbulent boundary layer to a canopy of roughness elements [J].
Belcher, SE ;
Jerram, N ;
Hunt, JCR .
JOURNAL OF FLUID MECHANICS, 2003, 488 :369-398
[5]   Treatment performance of artificial floating reed beds in an experimental mesocosm to improve the water quality of river Kshipra [J].
Billore, S. K. ;
Prashant ;
Sharma, J. K. .
WATER SCIENCE AND TECHNOLOGY, 2009, 60 (11) :2851-2859
[7]   FLOW STRUCTURE IN PARTIALLY VEGETATED RECTANGULAR CHANNELS [J].
Chen Gang ;
Huai Wen-xin ;
Han Jie ;
Zhao Ming-deng .
JOURNAL OF HYDRODYNAMICS, 2010, 22 (04) :590-597
[8]   Treatment of baseflow from an urban catchment by a floating wetland system [J].
Chua, Lloyd H. C. ;
Tan, Stephen B. K. ;
Sim, C. H. ;
Goyal, Manish Kumar .
ECOLOGICAL ENGINEERING, 2012, 49 :170-180
[9]   Prediction of depth averaged velocity and boundary shear distribution of a compound channel based on the mixing layer theory [J].
Devi, K. ;
Khatua, K. K. .
FLOW MEASUREMENT AND INSTRUMENTATION, 2016, 50 :147-157
[10]   Flow-induced forces on free-floating macrophytes [J].
Downing-Kunz, Maureen ;
Stacey, Mark .
HYDROBIOLOGIA, 2011, 671 (01) :121-135