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BULETINUL INSTITUTULUI POLITEHNIC DIN IAŞI

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82 Gelu Coman and Valeriu Damian<br />

h<br />

⎧CT T<<br />

T<br />

s<br />

f<br />

= ⎨<br />

CT<br />

l<br />

T ≥ T<br />

⎬<br />

f<br />

⎩<br />

⎫<br />

, (6)<br />

⎭<br />

h= h + ∫ c dT<br />

, (7)<br />

ref<br />

T<br />

Tref<br />

p<br />

where: T f – solidification temperature, C s ,C l – specific heat for the solid and<br />

liquid phases, h – sensitive enthalpy, T ref – reference temperature.h ref – reference<br />

enthalpy, c p – specific heat at constant pressure<br />

3. Numerical Results<br />

With numerical simulation of ice formation around the pipe submerged in<br />

water, a number of 25 210 iterations were made at a time step τ = 10 seconds.<br />

The total process running time was 7 hours, considering the process conclusion<br />

at the ice free surface temperature of -5,55 0 C. For the pipe is buried in sand a<br />

number of 18.000 iterations at a time step of 10 s were carried out . The time<br />

taken for solidification process was 5 hours, considering the process complete at<br />

an ice free surface temperature of -4,62 0 C.<br />

Initialized parameters in the mathematical model were:<br />

a) water temperature on the skating track t apa = 10 0 C<br />

b) air temperature at the water free surface t aer = 10 0 C<br />

c) temperature of the refrigerating agent inside the pipe t agent = -10 0 C<br />

d) mass flow fate fo the refrugerating agent m = 0.185 kg/s<br />

e) convection coefficient in the pipe α agent = 550 W/m 2 K<br />

f) air Convection coefficient on water surface α aer = 15W/m 2 K<br />

g) heat flow density o the track foundation board q= 10W/m 2 .<br />

Figs. 2 and 3 illustrate the time variation of the water surface<br />

temperature in the two cases analyzed: tube submerged in the water and pipe<br />

buried in sand. When immersed in water (Fig. 2) there is a sharp decrease in<br />

temperature in the nodes above the pipe and a slower decrease in the points<br />

located midway between the pipes. Under isothermal 0 0 C after τ = 300min,<br />

there is an almost constant distribution in nodes.<br />

When the pipe is buried in the sand Fig.3 there is a more rapid decrease<br />

in temperature compated with the pipe submerged in water. Isothermal 0 0 C<br />

reaches the water surface after approximately 90 minutes. Temperature<br />

distribution in the water surface nodes is almost uniform under isothermal 0 0 C,<br />

indicating a high quality of the ice.

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