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BULETINUL INSTITUTULUI POLITEHNIC DIN IAŞI

buletinul institutului politehnic din iaşi - Universitatea Tehnică ...

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80 Gelu Coman and Valeriu Damian<br />

mathematical solution to the problem are made difficult by the fact that general<br />

solutions relate to three-dimensional nonstationary temperature fields in bodies<br />

whose physical properties are temperature dependent.<br />

2. Problem Formulation<br />

Numerical modeling was performed using Fluent 6.3 software for two<br />

cases of skating track construction, namely: track with water immersed pipeline<br />

and track with pipes buried in sand. For symmetry purpose the study was<br />

conducted using a flat discretization network, bordered left and right by two<br />

vertical lines passing through the mid distance between two consecutive tubes, a<br />

straight horizontal line representing the water (or ice) surface and another one<br />

that represents the track foundation board (Fig. 1).<br />

With the water submerged pipe geometry , the calculation range is identically<br />

bounded, specifying that the entire area around the pipe was considered of<br />

liquid type .<br />

The grid with the water submerged pipe geometry contains 13563 nodes<br />

and 12952 quadrilateral elements, and in the second case ,with the pipe buried<br />

in the sand, 11243 nodes and 10896 elements.<br />

The Fluent program has an impressive library of solid and fluid materials<br />

and their properties. Numerical modeling of heat transfer with phase change<br />

made with this software, physically corresponds to the real solidification<br />

process around the cylindrical surfaces. Thus, the thermophysical properties of<br />

materials are no longer constant but vary with temperature and the phase<br />

change is not isothermal<br />

Water<br />

surface<br />

Sand<br />

surface<br />

Pipe<br />

surface<br />

Track<br />

foundation<br />

board<br />

surface<br />

Fig.1 – The surfaces of the analyzed domain.

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