Turbulent characteristics of flow velocity in a natural river were sys
tematically analyzed in this study. Flow velocities were measured with
time at six different lateral locations and at three different vertic
al elevations on a major navigable waterway in the United States. Anal
yses of the velocity data include the cross-sectional and vertical dis
tributions of longitudinal and transverse velocity components (u, nu),
the fluctuating velocity components (u', nu') and their frequency-dis
tribution curves, turbulent intensities (sigma(x), sigma(y)), and turb
ulent shear stress (-<(rho u'nu')over bar>). These analyses have shown
that the strongest velocity fluctuation occurs near the main channel
area above the river bed.