TY - CHAP
T1 - MOSES special report
T2 - Hydrogen behaviour in Olkiluoto BWR reactor building during a severe accident
AU - Silde, Ari
AU - Manninen, Mikko
AU - Lindholm, Ilona
AU - Huhtanen, Risto
AU - Saarenheimo, Arja
AU - Sjövall, Heikki
PY - 2000
Y1 - 2000
N2 - Hydrogen behaviour in Olkiluoto reactor building during a
severe accident has been assessed. The objective of the
work was to investigate, if hydrogen can form flammable
and detonable mixtures in the reactor building, evaluate
the possibility of onset of detonation, assess the
pressure loads caused by detonation, and study the
integrity of walls and pipe penetrations in the reactor
building.
The initial accident sequence was station blackout with
depressurisation of the reactor coolant system. A
conservative assumption of 100% zirconium oxidation in a
core was made. The hydrogen was assumed to leak from the
containment into the reactor building from the pipe
penetration in the upper part of the containment. Three
different rooms in the reactor building and two different
leakage sizes were considered.
The analyses were made with the MELCOR (initial
conditions), FLUENT (hydrogen accumulation, deflagration,
flame acceleration), DETO and DET3D (detonation loads)
and ABAQUS (structural analysis) codes. The analyses
indicated strong accumulation of hydrogen to the upper
parts of the reactor building rooms under consideration.
Combustible conditions existed in all analysed cases
somewhere in the room. The simulations and semi-empirical
analyses indicated that the criteria for the onset of
detonation are reached in some, but not in all cases
considered. The possibility of deflagration-to-detonation
transition (DDT) in the reactor building could not,
therefore, be excluded. First results of
three-dimensional detonation studies for reactor building
room B.60.80 showed that the highest pressure spikes of
about 10 MPa occurred in the corners of the room.
Corresponding pressure impulses were about 30-35 kPa-s.
Structural analyses showed that the concrete wall of the
room may survive the detonation peak transient, but the
relatively slowly decreasing static-type pressure after
the peak detonation damaged the wall much more severely
than the short detonation peak pressure. Further work
consists of the analyses of integrity of the containment
pipe penetration in the room B.60.80 under detonation
loads.
AB - Hydrogen behaviour in Olkiluoto reactor building during a
severe accident has been assessed. The objective of the
work was to investigate, if hydrogen can form flammable
and detonable mixtures in the reactor building, evaluate
the possibility of onset of detonation, assess the
pressure loads caused by detonation, and study the
integrity of walls and pipe penetrations in the reactor
building.
The initial accident sequence was station blackout with
depressurisation of the reactor coolant system. A
conservative assumption of 100% zirconium oxidation in a
core was made. The hydrogen was assumed to leak from the
containment into the reactor building from the pipe
penetration in the upper part of the containment. Three
different rooms in the reactor building and two different
leakage sizes were considered.
The analyses were made with the MELCOR (initial
conditions), FLUENT (hydrogen accumulation, deflagration,
flame acceleration), DETO and DET3D (detonation loads)
and ABAQUS (structural analysis) codes. The analyses
indicated strong accumulation of hydrogen to the upper
parts of the reactor building rooms under consideration.
Combustible conditions existed in all analysed cases
somewhere in the room. The simulations and semi-empirical
analyses indicated that the criteria for the onset of
detonation are reached in some, but not in all cases
considered. The possibility of deflagration-to-detonation
transition (DDT) in the reactor building could not,
therefore, be excluded. First results of
three-dimensional detonation studies for reactor building
room B.60.80 showed that the highest pressure spikes of
about 10 MPa occurred in the corners of the room.
Corresponding pressure impulses were about 30-35 kPa-s.
Structural analyses showed that the concrete wall of the
room may survive the detonation peak transient, but the
relatively slowly decreasing static-type pressure after
the peak detonation damaged the wall much more severely
than the short detonation peak pressure. Further work
consists of the analyses of integrity of the containment
pipe penetration in the room B.60.80 under detonation
loads.
M3 - Chapter or book article
SN - 951-38-5750-7
T3 - VTT Tiedotteita - Meddelanden - Research Notes
SP - 179
EP - 192
BT - FINNUS: The Finnish Research Programme on Nuclear Power Plant Safety
PB - VTT Technical Research Centre of Finland
CY - Espoo
ER -