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FLOW AROUND A CYLINDER - istiarto

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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

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