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2.6 Summary and conclusions<br />
– 2.57 –<br />
Presented in this chapter are the measured data of the three-dimensional flow fields<br />
around a vertical cylinder, installed in an established (equilibrium) scour depth, under a<br />
clear-water regime. The acoustic-Doppler velocity profiler (ADVP) was used to measure<br />
instantaneously the vertical distributions of the three velocity components in vertical<br />
planes around the cylinder. The ADVP, conceived and developed at LRH, is a nonintrusive<br />
instrument, capable of measuring the three components of the instantaneous<br />
velocity in a number of points (in a 3 to 5 [mm] interval) over a vertical. The measured<br />
flow field is presented as the vertical distributions of the (time-averaged) velocities, the<br />
turbulence intensities, and the Reynolds shear-stresses in the planes � = 0°, 45°, 90°,<br />
135°, and 180°. Presented also are the vertical distributions for the uniform approach<br />
flow, i.e. the flow without the cylinder being installed.<br />
The measurement in the approach flow, without the cylinder being installed, reveals that<br />
the approach flow is uniform, with a slight tendency of being a decelerated one, and is<br />
hydraulically (incomplete) rough. The vertical distribution of its longitudinal velocity<br />
component, u�z�, can be well explained by the logarithmic law-of-the-wall for the inner<br />
region, z h � 0.2 , and by the Coles law-of-the-wake for the entire depth. The vertical<br />
distributions of the longitudinal component of the turbulence intensities can be<br />
satisfactorily presented by the semi-empirical expression in the form of<br />
u ��u<br />
�� u� � Du exp��C u z h�<br />
(see Nezu and Nakagawa, 1993). A similar expression, with<br />
slightly different values of the constants D and C, describes the transverse component.<br />
The vertical component of the turbulence intensities, however, cannot be satisfactorily<br />
described by that type of expression. The vertical distribution of the Reynolds shearstresses<br />
shows a linear distribution as expected, being zero at the water surface and<br />
increasing towards the bed. The profiles, however, indicates diminishing values in the<br />
inner layer, z ≤ 0.2h.<br />
The velocity measurements, with the cylinder in the scour hole, have confirmed the<br />
complex picture of the three-dimensional pattern of flow around a cylinder. The flow in<br />
the plane � = 0°, being the plane of symmetry (confirmed by negligible v-component<br />
except close to the cylinder and the bed where a weak transverse velocity is detected), is<br />
characterized by a flow circulation and a strong downward flow at region close to the<br />
cylinder. Towards the downstream planes, � = 45°, 90° and 135°, the flow circulation<br />
remains, but with a diminishing strength. Similarly, the downward flow close to the<br />
cylinder also remains and shows a decreasing intensity. Downstream of the cylinder, in<br />
the plane � = 180°, there is a flow reversal towards the cylinder close to the surface. The<br />
v-component, as in the plane � = 0°, is always negligible except at regions close to the<br />
cylinder and to the bed where small values are detected. As the flow moves downstream,<br />
leaving the scour hole, the flow reversal diminishes and the flow is recovering to the<br />
approach flow condition. In all planes the measurements show that the flow in the far<br />
region, beyond the scour-hole circumference, does not change with the presence of the<br />
cylinder. The flow is practically altered only in the scour-hole region.