Friction velocity associated to a non-uniform flow and an intermediate scale roughness

被引:15
作者
Afzalimehr, H [1 ]
Anctil, F [1 ]
机构
[1] Univ Laval, Dept Genie Civil, St Foy, PQ G1K 7P4, Canada
关键词
D O I
10.1080/00221680109499819
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This work consists of an experimental study of the resistance associated with non-uniform flows over cobble-bed channels, leading to an intermediate scale roughness. Friction velocity is estimated for twelve cases of accelerating and decelerating flows. Four estimation methods are compared: Reynolds stress, logarithmic law, parabolic law and a global approach. They are all in close agreement. The observed mean longitudinal velocity profiles are consistent with observations reported in the literature for non-uniform flows over gravel-bed channels with small relative roughness. Accelerating flows produce smaller friction velocities than decelerating flows, which is contrary to observations reported in the literature.
引用
收藏
页码:181 / 186
页数:6
相关论文
共 19 条
[11]  
NEILL CR, 1982, GRAVEL BED RIVERS, P15
[12]   OPEN-CHANNEL FLOW MEASUREMENTS WITH A LASER DOPPLER ANEMOMETER [J].
NEZU, I ;
RODI, W .
JOURNAL OF HYDRAULIC ENGINEERING, 1986, 112 (05) :335-355
[13]  
Nezu I., 1993, IAHR MONOGRAPH SERIE
[14]   ADV measurements of turbulence: Can we improve their interpretation? [J].
Nikora, VI ;
Goring, DG .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1998, 124 (06) :630-634
[15]  
Simons D.B., 1992, Sediment Transport Technology Water and Sediment Dynamics
[16]  
Song T., 1994, J HYDROSCI HYDR ENG, V12, P1
[17]  
Tennekes H., 2018, 1 COURSE TURBULENCE
[18]   BED SHEAR FROM VELOCITY PROFILES - A NEW APPROACH [J].
VEDULA, S ;
ACHANTA, RR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1985, 111 (01) :131-143
[19]  
Wolman M.G., 1954, Transactions of the American Geophysical Union, V35, P951, DOI DOI 10.1029/TR035I006P00951