Fukushima Japan Earthquake: nuclear plants Fukushima part 2

AI Thread Summary
A magnitude-5.3 earthquake struck Fukushima, Japan, prompting concerns due to its proximity to the damaged nuclear power plant from the 2011 disaster. The U.S. Geological Survey reported the quake occurred at a depth of about 13 miles, but no tsunami warning was issued. Discussions in the forum highlighted ongoing issues with tank leaks at the plant, with TEPCO discovering loosened bolts and corrosion, complicating monitoring efforts. There are plans for fuel removal from Unit 4, but similar structures will be needed for Units 1 and 3 to ensure safe decontamination. The forum also addressed the need for improved groundwater management and the establishment of a specialist team to tackle contamination risks.
  • #1,501
In regard of the recent observations on the state of affairs in unit 3, and previous theories that a steam explosion could have been involved in the explosive event in the unit on March 14th 2011, one might take note of the more recent results of the PULIMS and SES experiments on the possibility of steam explosions in molten core-coolant interaction in a stratified configuration.

It has previously been believed that a steam explosion would not likely occur, in the absence of premixture of the molten material (e.g. by jet expulsion from the RPV). The experiments have shown this not to be the case; in the experiments spontaneous steam explosions frequently occurred, also when the molten material was laid out under relatively shallow and somewhat subcooled (~10K) water without prefragmentation of the hot melt, and with conversion rates heat energy-->kinetic energy at about 1-3 %.

https://www.researchgate.net/publication/280719489_Investigation_of_Steam_Explosion_in_Stratified_Melt-Coolant_Configuration
https://www.researchgate.net/publication/280719566_Insight_into_steam_explosion_in_stratified_melt-coolant_configuration
SAFEST-Figure-2.png
 
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  • #1,502
MadderDoc said:
in the experiments spontaneous steam explosions frequently occurred
Sigh. Am I right that these experiments were conducted on atmospheric pressure?
Just because the behavior of molten mass-water mixture heavily depends on the pressure. What's needed is some pressurized experiment.
Just think about (deep)underwater lava flows. The whole stuff works entirely different than a mere surface lava flow.

BTW, is there a possibility of water in DW at the time we suspect the RPV rapture?
 
  • #1,503
Yes, these experiments were conducted under atmospheric pressure. I can't see how the possibility of water standing in the bottom of the DW can be excluded, seeing they were pumping water into the RPV but were apparently not able to raise the level of water inside it.
 
  • #1,504
Fascinating read. Doc
sure makes sense.
There are a lot of Youtubes of foundry accidents involving molten metal and small amounts of water
 
  • #1,506
While the explosion in unit 3 managed to set objects in a motion upwards with a velocity of about 70 m/s, along with a huge cloud of steam, it is a pertinent question, what could possibly have produced this strong vertical component, and whence came that steam. After the explosion, steam was seen rising with some gusto for many days, from the outlets encircled below. They have since the explosion apparently been the exits of least restraint for any excess steam that would like to escape from the inside of the DW. Seeing these exits must have been produced in the course of the event, they may also during the event have served as main exits for steam under pressure coming out from the cavity below, thus producing the vertical thrust. There are IMO no other possible explanations. The displaced lid (position marked), also serves as an indication that the event in unit 3 came with a pressure pulse of something wanting to come out fast from below the concrete shield.
unit3top.jpg
 
  • #1,507
MadderDoc said:
Seeing these exits must have been produced in the course of the event, they may also during the event have served as main exits for steam under pressure coming out from the cavity below, thus producing the vertical thrust.
As recall, there was some kind of simulation about the process of combustion in U3, and the conclusion was that the main event happened inside the building, but outside the PCV. The 'exit path' of the explosion was the vertical shaft (used to move the fuel) and/or the ruined corner of the building, thus the vertical thrust.

The apparent 'vertical thrust' caught on the video of the explosion would have been more than enough to move the reactor well plug would it came from under the plug. IMHO it is interesting to compare the status of the plugs of U1 and U3. In U1 the plug were lifted, but there was no vertical thrust in the explosion. In U3 the plug is in place, but there was a vertical component.
Way back I had that wild speculation that the plug in U1 were actually moved by the post-explosion vacuum, not by any pressure under the plug. The status of the plug in U3 would mean that there was no post-explosion vacuum there. This would cleanly fit with the mentioned simulation.
 
  • #1,508
Rive said:
As recall, there was some kind of simulation about the process of combustion in U3

Perhaps you can find a link to that. I do not remember anything fitting that description, but I would like to read it, if it exists.
 
  • #1,509
Rive said:
In U1 the plug were lifted, but there was no vertical thrust

In unit 1, we know that now, the plugs were very disorderly and grossly displaced, such that no distinct narrow escape route was produced. With the limited amount of steam possibly exiting, there needs to be a narrow escape route to produce an orderly vertical thrust to set things in a 70 m/s upward motion.
 
  • #1,510
Browsing back the thread I found this: http://photo.tepco.co.jp/date/2017/201702-j/170217-01j.html
The images are ~ in match what I recall, and I know that there was one similar stuff about U3. Maybe you can find the English version and/or the correct one around that date..

MadderDoc said:
there needs to be a narrow escape route to produce an orderly vertical thrust to set things in a 70 m/s upward motion.
The problem is, that any thrust what can cause such mushroom would widen that 'narrow' route quite fast. Especially near that plug, which is just heavy but not nailed down.
 
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  • #1,511
Rive said:
any thrust what can cause such mushroom would widen that 'narrow' route quite fast. Especially near that plug, which is just heavy but not nailed down.

I believe we are talking about an upwards thrust which accelerated objects from the building top to an initial vertical speed of about 70 m/s. We know there was such a thrust, and that it was only shortlived. The plug in the case of unit 3 had the heavy overhead crane beams crashing flat on top of it.
 
  • #1,512
There are other paths than through the concrete plug for upward exit of whatever was the gas.

Floor plan of a similar vintage plant

steampaths.jpg


red are hatches that go down for lifting things from ground level to refueling floor. Seems a natural path for hydrogen.

Yellow arrows are through what has to be some sort of removable door for refueling - i don't know how stout they are
maybe a BWR guy does. But someplace in the videos exists a picture of U3 SFP with rebar blown inward, into the pool.
That'd seem a likely path for steam were the plugs already held down by the crane..

steampaths2.jpg
Do we know if the crane fell during earthquake , before the explosion ?
or did the explosion push these columns out from under the crane rail letting it fall across the plug ?


steampaths3.jpg


I don't know.

old jim
 
  • #1,513
jim hardy said:
Do we know if the crane fell during earthquake , before the explosion ?
or did the explosion push these columns out from under the crane rail letting it fall across the plug ? I don't know.

I think we do. It is not plausible, that it fell during the earthquake, leaving really only the option that it fell in connection with the explosion.
 
  • #1,514
jim hardy said:
There are other paths than through the concrete plug for upward exit of whatever was the gas.

There are no paths through the concrete plug, but obviously, since the explosion, there were preferred paths along the sides of it, in particular in the areas of the removable 'doors' to the spent fuel pool and the equipment pool - the areas which you've marked up with yellow in the sketch seen from the side, and which I marked up with red circles in the photo seen from above.
 
  • #1,515
MadderDoc said:
and which I marked up with red circles in the photo seen from above.
Ahhh so THAT's where those gates are !

This famous "minute after" satellite picture shows two plumes.

steampaths4.jpg
 
  • #1,516
jim hardy said:
This famous "minute after" satellite picture shows two plumes.

Yes. It was believed to be, hydrogen explosion. Hydrogen explosion was still quite visible in the "7 minutes after" picture. But it appears to have subsided over the next hour or so. In the "100 minutes after" picture hydrogen explosion is no longer visible. I believe it didn't reappear until late in the afternoon, after the injection of seawater had been restarted. Then it went on for days. It was believed to be, spent fuel pool.

alittlelater.jpg
 
  • #1,517
MadderDoc said:
Seeing these exits must have been produced in the course of the event, they may also during the event have served as main exits for steam under pressure coming out from the cavity below, thus producing the vertical thrust.
Those exits are really the supposed main exits of steam-hydrogen mixture. However, they are not the source of the upward thrust.

The sequence of events, as I see it:
- serious leak on the RPV/PCV top: possibly with relation to some event inside
- the leak is strong enough to dislocate the gates around the RPV-PCV cap and quickly fills up the interior of U3 with steam and hydrogen
- the hydrogen reaches the lower levels of the unit through the vertical shafts
- the hydrogen is ignited somewhere on the top floor, the blast clears the top section of the building
- the blast progressing toward the lower levels and in the closed space a high pressure area is building up
- the high pressure wrecks the building and through the vertical shafts creates an upward thrust, bringing along the dust and rubble still moving due the initial blast
- the interior of RPV slowly dries up as the pressure falling, and further steam comes only after further water injection.

Still: anything what could wreck that building to this degree would bring along that plug without much effort (regardless of that crane involved or not) if originated from below that plug.
The amount of material cleared away from the top floor is already more than the mass of that crane and the plug together. And all the stuff were further away from the plug already (so: gets significantly less push), but that plug is still there.

Sounds as realistic as a surviving sparrow from the epicentre of a daisy cutter.
 
  • #1,518
Rive said:
anything what could wreck that building to this degree would bring along that plug without much effort (regardless of that crane involved or not) if originated from below that plug.

Yes. But no one has suggested, that the wreckage of the building to that degree was caused by the kinetic energy of material exiting from below that plug.
 
  • #1,519
Where does this displaced lid belong ?

upload_2017-9-12_10-8-20.png
 
  • #1,520
jim hardy said:
Where does this displaced lid belong ?

There are two wells in the floor section between the shield plug and the SFP, one on each side of the transfer chute to the pool. You can see one of them, the lower in the image, with its lid in place, the other one, with its pushed up lid, is hidden in the rubble under that cover Tepco has placed there. The wells are connected to the cavity under the shield through subfloor channels, such that water can pass between them, when the cavity is flooded during refueling. I am not sure I remember the exact function of these wells or what they are called.

unit3top-jpg.jpg
 
  • #1,521
EDIT i see several new posts appeared whilst i was typing. Will digest now.
Rive said:
Still: anything what could wreck that building to this degree would bring along that plug without much effort (regardless of that crane involved or not) if originated from below that plug.

http://allthingsnuclear.org/dlochbaum/possible-cause-of-reactor-building-explosions

suggests a large path for hydrogen to fill the building

steampaths5.jpg


That would be consistent with a gentle lift of shield plug after which it'd drop back down nearly in place.

My alleged mind races to too many possibilities - got to think scenarios along some further and throw out the ridiculous ones.
Trying to figure out what pressure would fail the doors to refueling cavity and equipment pool - to you BWRguys- are they even in place during operation?.

Figuring pressure at which RPV or PCV head bolts stretch is straightforward
take wetted area of the head, divide by total cross section of the bolts holding it down
that ratio is the factor by which internal pressure translates to tension in the bolts, psi to psi.
Mild steel bolts would yield(stretch) at around 40,000 psi in the bolts
so that'd mean if the ratio of areas were 400 and the bolts were 40kpsi mild steel the lid would lift at 100 psi inside .
Probably the drywell flange bolts are stronger than that , it's a huge wetted area. If they're 70,000kips steel bolts and lift is 70 PSi then ratio of areas is 1000.

Our reactor head bolts were something exotic i don't recall the exact number for yield but i think it was around 170,000 . We hydro tested our vessel to 3106psi which is coincidentally the highest[pressure you can make with steam. (I wonder how they picked that number ! :)(smilies not working?) )

I don't know at what pressure BWR vessels are designed to lift the head.
But that's why i am so curious to see the condition of bolts at 3's RPV and drywell head.

If I'm replowing old ground advise and i'll desist.

old jim
.
 
  • #1,522
Ah, here is a photo of that displaced lid. The original image from Tepco site is all broken up. I've mended the picture below such as to give a proper view of the scene. Tepco has weirdly titled the image: "Hatch returned to its original position". Whatever it is to be called, hatch, lid, or shield, it is meant to cover something called the skimmer surge tank.
http://photo.tepco.co.jp/en/date/2013/201304-e/130419-01e.html

130419_03.jpg
 
  • #1,523
jim hardy said:
Trying to figure out what pressure would fail the doors to refueling cavity and equipment pool - to you BWRguys- are they even in place during operation?.

They are in place, functioning as part of the radiation shield. They are not meant to be tight, so perhaps it does not make sense to ask at which pressure they fail.
 
  • #1,524
Thanks - so steam could well waft out around them.
 
  • #1,525
jim hardy said:
Thanks - so steam could well waft out around them.

Yeah, just the same as the three-layered top shield. It is meant to stop radiation, not to be airtight in any way.
 
  • #1,526
jim hardy said:
But that's why i am so curious to see the condition of bolts at 3's RPV and drywell head.

Don't know about the bolts, but it is a fair assumption that there is persistent passage out of primary containment, since the events on March 14 2011. There is also a hatch in the drywell head that could've failed.
 
  • #1,527
jim hardy said:
That would be consistent with a gentle lift of shield plug after which it'd drop back down nearly in place.
Although U3 is a different, but still built around the same ideas as U1 which is a genuine MK1 containment: and I think it was you who brought some documents about expected DW head and EQ hatch failure in MK1 containments. From that time I tends to take this kind of failure as the most plausible explanation.

I don't think that the shield plug in U3 was lifted at all. The observed exit paths around the shield plug are more than enough to fill the building within reasonable time.

It is because of this that I suspect that it was not the steam from below which lifted the plug in U1 but something else (vacuum after the explosion).
 
  • #1,528
Rive said:
The observed exit paths around the shield plug are more than enough to fill the building within reasonable time.

The observed exit paths around the shield plugs would seem irrelevant to that purpose. Even in original state and lay out, the shield plugs will allow passage of hydrogen further into the secondary containment, once hydrogen is provided an exit path from the top of the primary containment and into the reactor cavity below the plugs. Also hydrogen could have escaped into secondary containment by other routes not involving the top of the primary containment at all. Already by the time Tepco think the vast majority of the hydrogen was produced, >24 hours before the explosion occurred, it was observed that steam was filling the lower reaches of the building. After that there were repeated containment vents which may have backflowed hydrogen into the building through the SGTS system.
 
  • #1,529
Rive said:
I think it was you who brought some documents about expected DW head and EQ hatch failure in MK1 containments.

Hmmm memory fails me at this moment but i'll have a look. Was it recent ? Sometimes i can't even remember where are my feet. Don't get old ...
 
  • #1,530
I think it was in the old thread, but I can't actually find it... It was something about severe accident management, SBO and such, maybe. The expected failure points were just mentioned.
But I can be wrong. It's really an old story.
 
  • #1,531
  • #1,532
Rive said:
Sorry for the confusion, I was wrong about who posted the thing.

No apology - , Thanks for the link ! That was a week before i joined PF. Glad to see it .
I do remember making the calculation for drywell bolt stretch back in 2011 but likely for another forum that was following the accident.
And i have no recollection of what was the answer

old jim
 
  • #1,533
Rive said:
Those exits [those encircled in red] are really the supposed main exits of steam-hydrogen mixture. However, they are not the source of the upward thrust.

The sequence of events, as I see it:
- serious leak on the RPV/PCV top: possibly with relation to some event inside
- the leak is strong enough to dislocate the gates around the RPV-PCV cap and quickly fills up the interior of U3 with steam and hydrogen
- the hydrogen reaches the lower levels of the unit through the vertical shafts
- the hydrogen is ignited somewhere on the top floor, the blast clears the top section of the building
- the blast progressing toward the lower levels and in the closed space a high pressure area is building up
- the high pressure wrecks the building and through the vertical shafts creates an upward thrust, bringing along the dust and rubble still moving due the initial blast

Interesting thoughts. By vertical shart (singular), I would understand what is encircled in blue in image of the cleared unit 3 top below. What other exits do you have in mind (vertical shafts plural) involved in the creating of an upward thrust? Also, you say those exits encircled in red are the supposed main exits of steam and hydrogen -- But that is not meant to include the steam contained in the high rising, mushrooming hot 'steamball', is it?

As I see it, the 'steamball' does immediately appear to have been tightly linked to whatever caused the powerful upward thrust, which visibly set relatively massive objects in a fast upwards motion -- iow one is led to believe that the material exiting the building, delivering the initial kinetic energy to those objects, would be the same material which went on to produce the high-rising steamball.

Fukushima-Daiichi-Unit-3-Damage-From-Above_Markup.jpg
 
  • #1,534
Blue circle is equipment hatch, elevator shaft to its right ?

This is a video of what looks like rebar bent into 3's sfp., snip below
i tried to post justthe link but the video shows up . Click 'copy video url' for link.


upload_2017-9-16_10-8-44.png


Something was affecting reactor water level indication shortly before the explosion

from http://www.ic.unicamp.br/~stolfi/EXPORT/projects/fukushima/plots/cur/out/plot-un3-t-I-full.png
3levelon14th.jpg

but pressure was well behaved..
3pressureexplosion.jpg


been scratching my head for 6½ years.
 
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  • #1,535
jim hardy said:
but pressure was well behaved..

Well, during that period, while the water level indicators went wildly up and downscale. the PCV pressure about doubled, until at the time of the explosion, it abruptly fell back.

From basic physics, the pressure p inside the system during that period would have been directly proportional with the product of N and T, where N is the number of molecules present in the PCV atmosphere, and T is the absolute temperature. p=kNT. The simplest explanation of the observed behaviour of p would then seem to be, that during this periode, the temperature T inside the system gradually increased up to a point, after which the number of molecules inside the system was suddenly reduced.
 
  • #1,536
jim hardy said:
This is a video of what looks like rebar bent into 3's sfp

Yes, you mentioned that earlier. What is the significance of this observation, as you see it, I mean what does it tell?
 
  • #1,537
MadderDoc said:
Well, during that period, while the water level indicators went wildly up and downscale. the PCV pressure about doubled, until at the time of the explosion, it abruptly fell back.

Hmmm RPV and containment were coupled by then.

Just estimating from the log scale graph, 500 KPA is about 5 atmospheres , around 70-ish psi ? Likely that's enough to lift drywell head and vent a lot of steam & H2

MadderDoc said:
Yes, you mentioned that earlier. What is the significance of this observation, as you see it, I mean what does it tell?

I have wondered for years where in the pool that was.
If it is a breached wall it must be up high else the pool would have drained.
Seems the weak spot would be about here, and on other side at equipment pool passageway.

3sfpweakspot.jpg

which is where the steam wafted out after explosion.

But it's speculation - i have not seen any pictures of either passageway
.........

digression --

looked back at unicamp tabulations
Yes, drywell pressure, rightmost two went up around 500 KPA in last hour before the explosion

upload_2017-9-16_23-11-46.png
 
  • #1,538
Any BWR I&C types here ?

Are your reactor pressure sensors gage or absolute? Are they mounted inside or outside the containment ?

old jim
 
  • #1,539
jim hardy said:
Just estimating from the log scale graph, 500 KPA is about 5 atmospheres , around 70-ish psi ? Likely that's enough to lift drywell head and vent a lot of steam & H2

It is ~the max design pressure for the drywell. It is absolutely not built to operate at that pressure.

I have wondered for years where in the pool that was.
If it is a breached wall it must be up high else the pool would have drained.
Seems the weak spot would be about here, and on other side at equipment pool passageway.

I think it is rebar from a concrete layer in the original upper roof construction. Quite a lot of a section of that appears to have crashed and remained as debris on the top of unit 3, there, in the area of the pool and around it. The section appears to have been pulled down towards the floor in connection with the collapse of the upper part of the southern wall. In the main, the lined pool wall appears rather intact. There are some damages in parts of the floor bordering to it, but hardly enough to explain the presence of that rebar seen in the pool video.
3sfpweakspot-jpg.jpg

which is where the steam wafted out after explosion.

But it's speculation - i have not seen any pictures of either passageway

There are some. It is not like the gates are all broken, however passageways have opened nearby them, bypassing the layer of the top shield plugs. due some displacements. At the position you indicate with red, the tight barrier to the pool water consists of two hung up on hooks doors, with rubber seals, with the sealing held tight by the pressure of the water column in the pool. The inner door (facing the refueling cavity), has become unhinged and pushed out towards the outer door (facing the pool water). The outer door appears to be in original position. By the unhinging of the inner door, a channel was produced such as to become a preferred release route for steam blowout close to the side of the pool.

On the opposite side of the top shield plugs, towards the equipment pool there are no tight doors, just slabs of high density concrete plugs stacked on top of each other. The preferred steam blowout route there became naturally along the ends of the slabs, due some displacement with a channel along the westward ends being the main one.
 
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  • #1,540
Besides those two dominant blow out routes, there are several other lesser release points from the area of the top shield plugs, along their outer perifery, up between the broken slabs and along cracks in them. Pressure will out.
 
  • #1,541
Pressure and level gauges are outside the containment.

Could it have been some type of notching or reference leg boiling?
 
  • #1,542
jim hardy said:
Something was affecting reactor water level indication shortly before the explosion

from http://www.ic.unicamp.br/~stolfi/EXPORT/projects/fukushima/plots/cur/out/plot-un3-t-I-full.png
3levelon14th-jpg.jpg
The water level measuring system at the plant was not very advanced, and could not cope well with elevated temperature, and evaporation from the reference leg under these accident conditions. There was no way of correction for loss of water from the reference leg, meaning the readout values for the water level would likely systematically indicate a significantly higher level of water in the RPV, than the level actually was. The gross unsteadiness of the readings in the hours before the explosion come on the background of a period with limited and intermittent injection of coolant into a water starved RPV. One could say, perhaps it was the reactors way of saying "duck and cover or run"..

They had been injecting sea water by fire engine from the vertical shaft at the backwash valve since 1:12 pm on the 13th. In the period around midnight between the 13th and the 14th, they were running out of sea water from that source, searches for other sources in the area failed. At 01:10 am injection from the emptied vertical shaft had to be suspended, and a firetruck was used to supply more sea water to it. At 03:20 am they repositioned another firetruck, such that it could take water in from a deeper spot in the vertical shaft at the backwash valve, and injection was restarted. At 09:20 am, they had managed to get 2 firetrucks in position on the shallow draft quay at the seaside and arranged a line with a hose for water supply from there and up to the vertical shaft. At 11.01 am the explosion occurred and injection stopped, due to damage to the firetruck and the hose. A new injection line into the reactor had to be constructed, after which the injection of sea water could be restarted, at 16:30 pm.
 
  • #1,543
Just to add to the last comment. When you start boiling in the reference legs due to elevated drywell temperatures, you see notching and level perturbations. Levels can bounce high and low as bubbles work their way out and eventually boiling occurs. Also, if a rapid depressurization occurs to less than 400 PSIG, it's not uncommon to see degassing happen which also causes level notching. We have a step in our procedures if our reference line keep fill system isn't in operation to slow the rate of depressurization around 400 PSIG to monitor for notching or degassing occurring, and to trip our transient data system for engineering evaluation.

The reference legs are subject to boiling (as are the variable legs during severe accidents). Obviously this happens as drywell temperature is high and rpv pressure is low.

At elevated drywell temperatures that do not cause boiling, your minimum usable level degrades. For example, my wide range level indicators can only indicate a minimum of -159" at normal containment temperatures. Above 100 degreesF in the containment and the minimum usable level is -149" (it may not indicate less than that, or be erratic below that point). At 200 degF it's -139". Engineering was nice to us and worked the numbers so the numbers round out at 10" : )

Anyways, it's hard to tell exactly what's going on with level during severe accidents, which is why drywell temperature and pressure is important to know, as they help give you the full picture.

On a loss of all level indicators or indications that instrument lines are boiling, operators are to immediately exit the current emergency operating procedure they are in and enter contingency 4, RPV flooding, to attempt to recover level above the main steam lines and verify water level is above the top of the fuel by indications of water overflow through the relief valves or drain lines. If the site has already transitioned to severe accident guidelines then they will just say in those, as the SAGs place no dependence on RPV water level indications and have you take conservative actions regardless of what level is or whether it is known or not.
 
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  • #1,544
Japanese sites report that the removal of spent fuel bundles from (2 of?) the spent fuel pools of Fukushima Daiichi is to be postponed.

The video is in Japanese but there is English translation under it:
"Regarding the spent nuclear fuel of TEPCO's Fukushima Daiichi nuclear power plant, the government abandoned the start of taking out in 2020 and found that the policy of delaying it for several years was strengthened.
Nuclear fuels that have been used up at nuclear power plants are kept cold in large pools in the same building as the reactor. In Fukushima Daiichi Nuclear Power Plant, it is one of the greatest risks that this nuclear fuel remains, and it is considered necessary to extract this for "decommissioning furnace". Under these circumstances, in Units 1 and 2 of Fukushima Daiichi Nuclear Power Plant, it was found that the amount of workers' exposure was higher than the initial expectation due to the damage situation at the site, the government abandoned the start of taking out in 2020, It is said that the policy of delaying is settled. It is planned to be officially decided by the middle of this month.
If the withdrawal of spent nuclear fuel is delayed, there is a possibility that the schedule of the entire decommissioning work that it is supposed to finish in 30 to 40 years may be affected."

On another TV station they mentioned that the 2018 term planned for Unit 3 SFP is likely not to be affected by this decision. Another site reports that the start of the nuclear debris removal might be postponed by (only) a year.
 
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  • #1,545
This seems a very significant decision.
The site radioactivity is not going to fall significantly for many years, decades really, so if exposure is too high now, it will still be too high when the Tokyo Olympics roll around and long after that.
Is this a first step towards permanent abandonment/entombment of Daiichi instead of rehabilitation?
 
  • #1,546
One page PDF file in Japanese, showing two samples - one taken from the bottom of the PCV of Unit 1 in April 2017 and another one, a small amount of material from the tip of a cable that has been inserted to check the state of a PIP duct in Unit 2 in 2013. On Sep 20 these samples have been sent to some outside facility for detailed analysis of shape/appearance and composition (chemical elements) of the surface.
http://www.tepco.co.jp/nu/fukushima-np/handouts/2017/images2/handouts_170921_08-j.pdf
I wonder why it took so long.
 
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  • #1,547
<I wonder why it took so long.>

Yes, it's a bit baffling. Also, there's no indication of where the samples are being sent for analysis.
 
  • #1,548
...bated breath...:nb)
 
  • #1,550
Azby said:
Here's the English version of the press release about the samples:
ahhh so something did run down the TIP tube. Should be telling.

Can they estimate neutron spectrum from little samples like that ?
 

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