17.04.2015 Views

Summary Report for Conduct of Kozloduy NPP Stress Tests

Summary Report for Conduct of Kozloduy NPP Stress Tests

Summary Report for Conduct of Kozloduy NPP Stress Tests

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

“<strong>Kozloduy</strong> <strong>NPP</strong>” PLC<br />

SUMMARY REPORT<br />

<strong>for</strong> <strong>Conduct</strong> <strong>of</strong> <strong>Kozloduy</strong> <strong>NPP</strong><br />

<strong>Stress</strong> <strong>Tests</strong><br />

MWL <strong>for</strong> <strong>Kozloduy</strong> <strong>NPP</strong> site is defined at 32,93m at current condition <strong>of</strong> hydro-technical<br />

structures by Danube River. The scenario involving occurrence <strong>of</strong> this water level is sudden and<br />

sequential break <strong>of</strong> water supply systems “Iron gates” 1 and 2 with overlapping <strong>of</strong> the two waves<br />

and water quantity 10000 m3/s. Additional supplements are taken <strong>for</strong> local rainfall and waving.<br />

The following analyses <strong>of</strong> the plant safety are per<strong>for</strong>med <strong>for</strong> MWL = 32,93m.<br />

The natural water levels in the detailed design <strong>of</strong> <strong>Kozloduy</strong> <strong>NPP</strong> are obtained empirically<br />

with the observation data in their basis have confidence greater than 1%. At the next stage levels<br />

and flows with confidence 0.5%, 0.1% and 0.01% were obtained by extrapolation. The study <strong>of</strong> the<br />

maximum water levels at these low probabilities is accompanied by overflow <strong>of</strong> protection dikes.<br />

Overflow <strong>of</strong> the dikes is likely to start higher along Danube River, in Timok, Vidin, Orsoya and<br />

Tsibar. The same will be with the Romanian dikes, as well as according to the studies from 2010<br />

[106]. Dependencies <strong>of</strong> water levels in the likelihood, where the level exceeds the elevation <strong>of</strong> the<br />

dike (32,00 m <strong>for</strong> <strong>Kozloduy</strong> <strong>NPP</strong>) will differ from the water levels with larger probabilities and<br />

lower levels, namely due to overflow <strong>of</strong> protection dikes which radically alter the area flooded. For<br />

the natural waters in Danube River with probabilities 10-5 to 10-7 water levels anticipated are as<br />

follows:<br />

Potential to reach 10 -5 10 -6 10 -7<br />

Water level 32,40<br />

m<br />

32,60<br />

m<br />

32,70<br />

m<br />

Based on the water levels in natural state <strong>of</strong> Danube River defined this way the combination<br />

<strong>of</strong> two events - natural extreme water levels at small probabilities (10-5 to 10-7) and rupture <strong>of</strong><br />

water supply system "Iron Gate" 1 and 2 can also be assessed. It should be noted that combining the<br />

two scenarios will lead to an with a very low probability <strong>of</strong> occurrence. The water levels anticipated<br />

are as follows:<br />

Potential to reach 10 -5 10 -6 10 -7<br />

Water level 32,98<br />

m<br />

33,26<br />

m<br />

33,42<br />

m<br />

These results also confirm the accepted assumption that <strong>Kozloduy</strong> <strong>NPP</strong> is "NON<br />

FLOODING".<br />

106/202

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!