davejjj said:
It is often said that each nuclear plant is only designed to handle up to a certain rated earthquake intensity -- but I would like to know if they are designed to degrade gracefully if they are subjected to larger earthquakes?
It is certainly possible to make some guesses regarding the effects of a larger earthquake and have design features which could help to mitigate these failures. For example, if a rupture of the reactor primary plumbing would be an expected result, are there design features which allow this be dealt without proceeding to an out-of-control situation?
Remember the first hour post earthquake at Fukushima. It was struck by a beyond design basis earthquake. Offsite power was lost. Emergency diesels started as designed and ran for about an hour until flooded out by a beyond design basis tsunami. This then resulted in a loss of all onsite AC and when batteries ran down a loss of all residual heat removal from three reactors and four spent fuel pools. Consequences are three men dead from drowning and physical damage in the earthquake, 15 others injured, compensation and relocation of a large number of people, at least four reactors at over $1B each Long term costs of monitoring and healthcare, major expenses for cleanup and or entombment of the plant. It took two beyond design basis initiators, counting four spent fuel pools and three reactors to produce 7 INES scale events on one site with no immediate deaths or radiological overdoses. I wouldn't use the word graceful, but this event really doesn't tell us anything new about earthquake design, yet.
If this event had not included the tsunami we probably wouldn't be here. because the ECCS systems at Fukushima survived the earthquake. The weakness at Fukushima was inadequate defense against external flooding. Information I have found indicates that although Japanese regulatory groups are working on/considering/discussing risk-informed regulation, they haven't made risk analysis a requirement for plants. Further they do not periodically review the siting analysis for existing plants unless they are going to build a new plant. They don't require plants to defend design basis during inspections.
In the US, NRC team inspections start with design basis and concentrate on risk significant systems, procedures, analysis, and maintenance. That apparently doesn't happen in Japan unless a utility does it voluntarily. I find it nearly impossible to believe (given that the word tsunami IS Japanese) that this would not have been identified, if anyone was looking and if they had similar tools as US plants.
Dmytry has pointed out that two US plants (Vermont Yankee and H.B. Robinson) reviewed for the Generic Safety Issue about Spent Fuel Pools had event probabilities on the order of 1E-6. He argues that the Japanese plants are similar to the US plants and the event at Fukushima proves that those numbers are deceptive, either deliberately or due to incompetence. If Japan doesn't use PRA we will never be able to know if it would have prevented this event.
I have been reading everything critical of Probabilistic Risk Assessment to determine if Dmytry is right about PRA. So far the following criticisms exist:
- It can't predict risk from an unanticipated initiator (tsunami unexpected in Japan?)
- It doesn't do a good job for comon mode failures (if you ask about flooding from internal or external sources wouldn't you look closely at emergency diesels and switchgear in the TB Basement?)
- It has a hard time forecasting the future for random or historical threats (earthquakes, they were still trying to get another plant back on line from an earthquake).
- It may not catch complex interractions in complex systems or consequences. (Hydrogen explosion debris impact on spent fuel pools)
- PRA really doesn't prove anythig is SAFE.
There are probably more.
As terrible as it may be I still have one question. Does anyone have another method, peer reviewed, publically accepted that has better performance? (PRA methods were used during the BP Gulf Oil Spill. NASA has used it and learned the consequences of ignoring the safety significance of a lowly O-ring at low temperature).
I am not a PRA expert. I have used PRA results prepared by other engineers. PRA methods have oten quoted a safety factor of about 20 in seismic design. That would explain why systems would have survived a quake beyond the design at Fukushima. I am trying to find the reasoning or basis for that assumed margin. Again, even if I find that for US plants it may not apply to Fukushima.