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Summary Report for Conduct of Kozloduy NPP Stress Tests

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 />

beyond design basis accidents in SFS, internal and external events) their seismic qualification status<br />

shall be confirmed due to lack <strong>of</strong> a referent qualification document.<br />

The following safety related systems equipment, valves and pipelines are qualified:<br />

· compartment cooldown system;<br />

· spent fuel storage pool.<br />

During the period from 1994 to 1998 the following projects related with equipment seismic<br />

qualification (mechanical-process, handling equipment) have been implemented:<br />

· Seismic strengthening <strong>of</strong> the SFS civil structure. Recovery <strong>of</strong> process and electrical<br />

installations.<br />

· Seismic strengthening <strong>of</strong> railways <strong>of</strong> cranes with lifting capacity Q=160/32/8t and<br />

Q=16t in SFS<br />

· seismic qualification and seismic strengthening <strong>of</strong> mechanical-process equipment <strong>of</strong><br />

SFS per<strong>for</strong>ming safety functions,<br />

During the period from 2001 to 2004 a programme and detailed design was developed <strong>for</strong><br />

seismic qualification <strong>of</strong> the equipment in SFS and a part <strong>of</strong> equipment was replaced where needed.<br />

In 2005 technical solution <strong>for</strong> SFS equipment, pipelines and valves rein<strong>for</strong>cement and<br />

replacement was implemented [104].<br />

2.6.3 Assessment <strong>of</strong> indirect effects <strong>of</strong> the earthquake<br />

2.6.3.1 Assessment <strong>of</strong> potential failures to SSCs, not seismically qualified that may<br />

compromise heat removal to the ultimate heat sink, by mechanical interaction or by<br />

internal floodings<br />

SFS Building is located on <strong>Kozloduy</strong> <strong>NPP</strong> site, to the south <strong>of</strong> Auxiliary Building 2. On 36<br />

m <strong>of</strong> the north-east corner <strong>of</strong> SFS ventilation pipe (chimney) <strong>of</strong> AB-2 is located.<br />

The ventilation - 2 has the required seismic safety and at RLE damage to SSCs (SFS<br />

building, emergency DG building) or hindered access to them is not anticipated.<br />

2.6.3.2 Potential loss <strong>of</strong> <strong>of</strong>f-site power due to destruction <strong>of</strong> the main site infrastructure<br />

At analysis <strong>of</strong> accident with DBE loss <strong>of</strong> <strong>of</strong>f-site power supply shall be considered first <strong>of</strong><br />

all. SSCs (emergency DG <strong>of</strong> SFS and mobile DG <strong>of</strong> <strong>NPP</strong>) are provided to ensure power supply to<br />

the SFS loads from autonomous sources <strong>of</strong> category I and II power supply.<br />

To ensure reliable functioning <strong>of</strong> the systems in conditions <strong>of</strong> loss <strong>of</strong> <strong>of</strong>f-site power<br />

according to [45] the required inventories <strong>of</strong> fuel and oil <strong>for</strong> SFS are maintained:<br />

2.6.3.3 Other indirect impacts caused by fires or explosions<br />

Active and passive measures have been taken to ensure SFS fire safety to the extent possible<br />

(section 12.6.3 [25]).<br />

81/202

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