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FLOW AROUND A CYLINDER - istiarto

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– 6.1 –<br />

6 Summary and Conclusions<br />

6.1 The work<br />

The work is about an investigation on flow around a vertical cylinder installed on a<br />

mobile channel bed. When passing around a cylinder, a uni-directional flow undergoes<br />

different processes as it interacts with the cylinder and the mobile bed. The flow becomes<br />

three-dimensional and highly turbulent. At the same time, it erodes the mobile bed<br />

around the cylinder base and a local scouring takes place. These two particular physical<br />

processes, the flow and the scouring, are the main interests in the study of flow around a<br />

cylinder. The present work deals only with the first aspect, in which the flow takes place<br />

in an equilibrium scour-depth condition (the scouring has ceased), under a clear-water<br />

regime (the transport capacity in and out the scour hole is not exceeded). The objective of<br />

the investigation is to get a better understanding on the flow as it is altered by the<br />

cylinder and the scour hole.<br />

Two approaches were adopted in the investigation, namely laboratory measurements and<br />

numerical simulations. This is a continuation of the work conducted previously at the<br />

LRH EPFL by Yulistiyanto (1997) 1 , in which a scoured channel bed replaces the flat<br />

channel bed one of the previous work and a 3D hydrodynamic model substitutes the 2D<br />

depth-averaged one.<br />

6.2 Results<br />

6.2.1 Laboratory measurements<br />

Detailed measured velocities were obtained using a non-intrusive acoustic Doppler<br />

velocity profiler (ADVP), conceived and developed at the LRH EPFL. The instrument<br />

measures instantaneously the vertical distribution of the velocity vectors in the far-field<br />

approach flow and scour hole. Two ADVP configurations were used; each one was suited<br />

for different flow-depths. The focalized ADVP having a cylindrical measuring volume of<br />

diameter �� = 6 [mm] and height �d = 3 [mm] was employed for flow depths<br />

h ≤ 18 [cm]. For deeper flow depths, h > 18 [cm], the non-focalized ADVP having a<br />

measuring volume of diameter 9 ≤ �� [mm] ≤ 26 and height �d = 4.5 [mm] was used.<br />

1 Yulistiyanto, B. (1997). ―Flow around a cylinder installed in a fixed-bed open channel.‖<br />

Doctoral Dissertation, No. 1631, EPFL, Lausanne, Switzerland.

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