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Water-surface profile<br />
– 5.27 –<br />
The computed and the measured water surface profiles along the longitudinal section and<br />
along the cylinder circumference are shown in Fig. 5.14. The profiles are made<br />
dimensionless using the approach flow depth, h � , and the cylinder diameter, Dp, as the<br />
scaling factors for the z and x directions, respectively. The following remarks are put<br />
forward on the comparison of the water surface:<br />
� Upstream of the cylinder the computed water surface tends to be slightly above the<br />
measured profile. However, the bow wave in front of the cylinder, due to the<br />
stagnation pressure, is quite well reproduced. The simulation gives a relative increase,<br />
(h � h � ) h � , of 12.2% compared to 12.7% obtained from the measurement.<br />
Fig. 5.14 Computed (line) and measured (symbols) water-surface profiles along the<br />
longitudinal section and the cylinder circumference.<br />
Flow around a cylinder on a flat channel bed.<br />
� Along the upstream circumference of the cylinder, an under-estimation of the water<br />
surface is observed; the maximum depression, (h � h � ) h � , is computed as 23%<br />
while it is measured as 11%. This rather strong is most likely due to the presence of a<br />
strong pressure-gradient along the cylinder circumference. The high (stagnation)<br />
pressure upstream of the cylinder, � = 0°, is accelerating the flow not only towards<br />
the bed (the downward flow), but also towards the downstream along the cylinder<br />
circumference (in the angular direction, �). Consequently, there is a steep water<br />
surface along this circumference. The method of the surface boundary positioning,<br />
which is based on the pressure (see Chapter 4), evidently becomes less accurate when<br />
being confronted with such situation. The inaccuracy can be explained by the fact<br />
that: (1) the surface pressure is not directly obtained from the computation but from<br />
an extrapolation (by assuming a hydrostatic distribution) of the pressure at the cell<br />
center just below the surface, and (2) this surface pressure, defined at the center of the<br />
top face, is linearly distributed to the vertices of the top face with which the vertices