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Regional Basic Professional Training Course in Korea

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<strong>Regional</strong> <strong>Basic</strong> <strong>Professional</strong> <strong>Tra<strong>in</strong><strong>in</strong>g</strong> <strong>Course</strong> (BPTC) on Nuclear Safety<br />

end, the temperature at the centre of the pellet is restricted to 2590o C. This limit is<br />

translated, <strong>in</strong> the design of the system, by a limit on the l<strong>in</strong>ear power density<br />

(590W/cm = maximum excess power).<br />

Non‐boil<strong>in</strong>g crisis <strong>in</strong> any po<strong>in</strong>t of the core. Boil<strong>in</strong>g crisis (or DNB) would lead to<br />

clad overheat<strong>in</strong>g and therefore to a possible loss of <strong>in</strong>tegrity of the first barrier.<br />

This limit is translated <strong>in</strong> the safety system design by a limit on the boil<strong>in</strong>g crisis<br />

ratio (or DNBR) equal to 1.30 with the correlation W3 used for the studies of 900<br />

MWe and equal to 1.17 with the correlation WRB‐1 used for 1300 MWe reactors.<br />

The boil<strong>in</strong>g crisis ratio is def<strong>in</strong>ed by:<br />

DNBR =<br />

critical heat flux<br />

local thermal flux<br />

The criteria previously mentioned obviously take <strong>in</strong>to account all the technological<br />

uncerta<strong>in</strong>ties (notably l<strong>in</strong>ked to fuel manufacture), or the calculation. It is imperative that<br />

these criteria be respected <strong>in</strong> accidents hav<strong>in</strong>g some probability of occurr<strong>in</strong>g (category 2).<br />

For accidents that are not very likely to arise, these criteria are exceeded, but the safety<br />

system guarantees limitation of the doses released.<br />

2) The <strong>in</strong>tegrity of the second barrier (ma<strong>in</strong> primary system) is guaranteed by:<br />

Not exceed<strong>in</strong>g the design pressure (172.3 bars) and demonstrat<strong>in</strong>g fatigue<br />

resistance <strong>in</strong> category 2.<br />

A study of stresses susta<strong>in</strong>ed by the material <strong>in</strong> categories 3 and 4 and comparison<br />

with criteria l<strong>in</strong>ked to maximum acceptable deformations. Furthermore, the<br />

maximum pressure must not exceed 120% of the design pressure <strong>in</strong> category 3.<br />

3) The <strong>in</strong>tegrity demonstration of the third barrier is ensured by the study of conta<strong>in</strong>ment<br />

❙ 634 ❙

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