
@dean need to add belching (or farting) sound effect to unit 3 explosion videos. :-)
by lillymunster 9/24/2011 1:26:11 PM

ha ha @ lilly :)
by dean 9/24/2011 1:29:19 PM

this is from a document on fuel melting------
The experiments are performed by producing a melt of un-irradiated uranium dioxide (extremely low levels of alpha radioactivity, easily avoided by the experimenters), zirconium alloy, and structural steel, in the proportions that would be present in a reactor core. This melt is sent through a nozzle used to simulate a pressure vessel lower head breach, and dropped onto concrete. Measurements are taken during the hours-long experiment using thermocouples and camera equipment, and the solidified material is examined after completion.
The experiments have shown that without water quenching, corium under conditions similar to those present at Fukushima Dai-ichi will ablate the meters-thick concrete pad at a rate of just millimeters per minute. Gases would build up within the containment at a rate which would require filtered ventilation of the containment in order to prevent rupture.
If, however, water is supplied to quench the corium as it spreads onto the reactor floor, the ablation occurs at 5-7% of the pre-quench rate, and production of gases is suppressed. The rate of ablation continues to undergo fits and starts, as the corium forms a solid crust, and then this crust is broken and re-formed.
by dean 9/24/2011 1:30:54 PM

by dean 9/24/2011 1:40:52 PM

Has anyone found any new news stories? Yesterday was absolutely dead.
by lillymunster 9/24/2011 1:46:09 PM

I haven't found much but I have been off on other searches to bolster up some of our findings @ lilly
by dean 9/24/2011 1:48:06 PM

enenews.com hydrogen levels high... from ENE NEWS... 9-23
by dean 9/24/2011 1:51:15 PM

@ Pedro, it's hard to call, trying to translate tests done under controlled environments against real time in plant. With the uncertainty of where the corium is and if it's broken up or still somewhat of a mass, and with the absence of quenching water I would say we can't rule it out
by dean 9/24/2011 1:53:25 PM

Do we have postulated melt through days/times yet or just meltdown hours?
by lillymunster 9/24/2011 1:53:38 PM

@ lilly, I would think all of us could say that in worse case conditions the melts would occur quickly in terms of hours then the molten core-concrete interactions in terms of days
by dean 9/24/2011 1:58:46 PM

one point on the concrete flooring,, it is probably composed of around 35% rebar with different melt points that the breakup of concrete
by dean 9/24/2011 2:02:25 PM

@dean the rebar, the containment is heavily rebar laden. I know the video of fukushima construction shows it in detail. Also the lip of the steel liner where it meets the drywell floor is a melt point. It seems like it would then be a path for more corium to travel but the width is 2-3 inches between liner and air gap. Would that be enough for corium to spread down without cooling?
by lillymunster 9/24/2011 2:07:43 PM

I think we could build a timeline with what we know about watering, tepcos event actions, meltdown and melt through to get a good idea how things progressed and what the water did or didn't do.
by lillymunster 9/24/2011 2:09:27 PM

@Pedro Jesus the drywells?
by lillymunster 9/24/2011 2:09:45 PM

what happened yesterday to cause the spikes
www.tepco.co.jpby elainekirk 9/24/2011 2:11:41 PM

c.r. hyman, "contain calculations of debris conditions adjacent to the bwr mark i drywell shell during the later phases of a severe accident,"@ LILLY.. this document may shed some lite on the timeline for BWR mark I
by dean 9/24/2011 2:14:10 PM

by dean 9/24/2011 2:18:39 PM

@ lilly this is the document for BWR MARK I
by dean 9/24/2011 2:18:56 PM

@Pedro Jesus it seems to be leaking out of the buildings everywhere below grade. If the torus is failed (or bottom of the drywell side) it is a straight water path out. We don't know for sure water level in containment if there is one. We have a water level for the building section below grade that houses the torus. That level is about 3/4 full of water, that would be below the drywell floor level
by lillymunster 9/24/2011 2:18:59 PM

@Pedro Jesus outside of containment, the building basement. Let me grab a picture.
by lillymunster 9/24/2011 2:29:37 PM


water level maximum per TEPCO
by lillymunster 9/24/2011 2:30:18 PM

The water level if you go across the building would hit below the drywell floor. We know there is leakage out of containment, does it hold back any water inside or leak it all out?
by lillymunster 9/24/2011 2:31:16 PM

www.neimagazine.com HOT SALTY WATER CAUSES LEAK AT FUKU 4 SFP
by dean 9/24/2011 2:33:17 PM


I have found a video after the first few mins there are diagrams 2nd video commentary series "The situation in the reactor containment vessel instrumentation reactor pressure vessel" is published. www.tepco.co.jp
by elainekirk 9/24/2011 2:36:02 PM

@Pedro Jesus no the base mat isn't covered with water.
by lillymunster 9/24/2011 2:36:08 PM

one point... in the early stages of the accident where melt through is postulated and subsequent interaction with the pedistal area, there shouldn't have been water in those areas correct/
by dean 9/24/2011 2:42:44 PM

@Pedro Jesus give me a minute to do a better drawing. That one is a bit confusing
by lillymunster 9/24/2011 2:42:46 PM

ty Virve and hi
by dean 9/24/2011 2:46:25 PM


actual water leve/collection. Grey is solid concrete
by lillymunster 9/24/2011 2:48:13 PM

@Pedro Jesus we have RPV water levels, Building water levels. No containment water levels as far as I know.
by lillymunster 9/24/2011 2:49:24 PM

@Ian do you think those were weak spots? Concrete plug really that heavy to prevent an upward blast? Something else?
by lillymunster 9/24/2011 2:54:29 PM

@Pedro Jesus everything I have found including the elevation drawing show it where it is on the elevation drawing. The description of Peach Bottom, that has a containment like FUKU put it above the torus and just below the torus downward vent pipes. The elevation drawing has reference points for grade and height. I would take that over a non-measured not to scale illustration intended to just explain structures.
by lillymunster 9/24/2011 2:57:35 PM

If the drywell floor was below that water line the torus wouldn't work right, the downward pipes would be sideways rather than an angle down.
by lillymunster 9/24/2011 2:58:23 PM