Flow resistance due to lateral momentum transfer in partially vegetated rivers -: art. no. W05206

被引:23
作者
Helmiö, T [1 ]
机构
[1] Helsinki Univ Technol, Lab Water Resources, Espoo 02015, Finland
关键词
apparent shear stress method; environmental hydraulics; flow resistance; lateral momentum transfer; river flow;
D O I
10.1029/2004WR003058
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In the study of natural rivers, accurate conveyance estimation is challenging because of complex cross-sectional geometry and variable flow resistance. The aim of this study was to investigate the additional friction factor due to lateral momentum transfer at the interface of vegetated and nonvegetated channel parts in two rivers: (1) the Rhine River, a large dredged river with partially vegetated floodplains, and (2) the River Pantaneenjoki, a small boreal lowland river with dense bank vegetation and an undulating longitudinal profile. The friction factors of the interfaces were computed backward from the topographical field data, while the measured depth-flow regime data were computed with the help of an unsteady one-dimensional (1-D) flow model. Laboratory experiments were carried out to verify the effects of longitudinal spacing of plants on the friction factors. In the researched rivers the values of the friction factors at the interface were higher than the ones presented in the literature.
引用
收藏
页码:W052061 / W0520610
页数:10
相关论文
共 29 条
[1]   FLOW FORMULAS FOR STRAIGHT 2-STAGE CHANNELS [J].
ACKERS, P .
JOURNAL OF HYDRAULIC RESEARCH, 1993, 31 (04) :509-531
[2]  
[Anonymous], 1964, Houille blanche, DOI DOI 10.1051/LHB/1964044
[3]  
[Anonymous], [No title captured]
[4]  
BECKER K, 1999, 202 U KARLSR I WASS
[5]  
COON WF, 1998, 2441 US GEOL SURV
[6]  
Freeman GE., 2000, DETERMINATION RESIST
[7]   Unsteady 1D flow model of compound channel with vegetated floodplains [J].
Helmiö, T .
JOURNAL OF HYDROLOGY, 2002, 269 (1-2) :89-99
[8]  
HELMIO T, 2003, 30 IAHR C INT ASS HY
[9]  
HELMIO T, 2004, IN PRESS BOREAL ENV
[10]  
HELMIO T, 2004, IN PRESS ENV MODELL