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Summary Report for Conduct of Kozloduy NPP Stress Tests

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“<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 />

1.6.1.3 Reliability <strong>of</strong> <strong>of</strong>f-site power supply<br />

In the electric energy system “Plan <strong>for</strong> EES recovery following a severe accident” is in<br />

<strong>for</strong>ce. According to this plan at collapse <strong>of</strong> the EES, voltage is to be supplied to <strong>Kozloduy</strong> <strong>NPP</strong> by 4<br />

possible corridors. The corridors are powered from sources with possible zero start – HPP and<br />

neighbouring EES. In <strong>Kozloduy</strong> <strong>NPP</strong> procedures <strong>for</strong> personnel actions are approved <strong>for</strong> starting the<br />

option under the plan <strong>for</strong> distribution <strong>of</strong> the resulting voltage and power supply to units and BPS<br />

auxiliaries.<br />

1.6.2 Bank pump stations (BPS) and channels<br />

For the needs <strong>of</strong> <strong>Kozloduy</strong> <strong>NPP</strong> in august 1974 bank pump station - 1, cold and hot water<br />

channels and circulation pump station 1 were commissioned, together with plant service water<br />

systems. Later bank pump stations -2 and 3 with general supply channel and circulation pump<br />

stations - 2, 3 and 4 with the required pipelines, closed low pressure channels, spray ponds and<br />

other facilities were constructed. The structures in BPS-2 and BPS-3 are the modified variant <strong>of</strong> the<br />

structures in BPS-1, with the motors <strong>of</strong> the pump sets set at a higher elevation <strong>for</strong> failure free<br />

operation at potential construction <strong>of</strong> water power system Nikopol – Turno Magurele.<br />

1.6.2.1 The site location and specific features<br />

The bank pump stations (BPS) 1, 2 and 3 are located on flat terrain (at km 687 <strong>of</strong> Danube<br />

River), at a lower terrace, to the site <strong>of</strong> <strong>Kozloduy</strong> <strong>NPP</strong> and circulation pump stations (CPS) are<br />

constructed in the area <strong>of</strong> <strong>Kozloduy</strong> <strong>NPP</strong>. The site has been selected so that to avoid to the<br />

maximum extent possible sediment deposition and river level fluctuation.<br />

1.6.2.2 Main data <strong>of</strong> BPS and channels<br />

The water <strong>of</strong> Danube River falls into the supply channel that takes it to the specially <strong>for</strong>med<br />

chambers (advance chambers) located be<strong>for</strong>e BPS 1,2 and 3. The advance chambers ensure smooth<br />

transition to the suction holes <strong>of</strong> thirty seven water bank pumps. The number <strong>of</strong> water pumps in<br />

operation depends on the moment <strong>of</strong> the plant power and Danube River level.<br />

Pumped water from the pump units, within the cast facilities, which are in the outlet<br />

chambers <strong>of</strong> pressure pipelines. Each chamber has a metal enclosure – structures used <strong>for</strong> drying <strong>of</strong><br />

certain sections. By means <strong>of</strong> this structure it is possible to supply water from the hot channel to the<br />

advance chambers to avoid freezing <strong>of</strong> water in them in winter.<br />

In the pressure pipelines water is supplied to the so called cold channel, by which it<br />

gravitationally reaches circulation pump stations ensuring service water supply to the nuclear<br />

facilities. The cold channel has length <strong>of</strong> 7023 m and depth <strong>of</strong> 5. 60 m, with trapezoidal cross<br />

section <strong>of</strong> bottom width 20 m. The last section <strong>of</strong> the cold channel with length <strong>of</strong> 950 m is located<br />

on <strong>Kozloduy</strong> <strong>NPP</strong> site and and is entirely built in a trench and separated by seismically qualified<br />

overflow barrier intended to prevent from lowering <strong>of</strong> the level in this area.<br />

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