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Japan Earthquake: nuclear plants |
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| May18-11, 03:12 AM | #7685 |
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Japan Earthquake: nuclear plants |
| May18-11, 03:26 AM | #7686 |
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and the spray was also directed towards that end of the building. It does not look at all like a failed attempt to reach the sfp.
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| May18-11, 03:45 AM | #7687 |
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Knowing the data for the pressure peak in the more recently available data-series is in the column for the RPV A sensor, I went to look for it for that sensor in the older version of the data set. However in that dataset the high pressure data has been assigned to the RPV B sensor. |
| May18-11, 03:55 AM | #7688 |
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If you look at the pipe coming out of the end of the cream/yellow cylinder, it is bent vertically downwards. The bend is a manufactured bend and I think it even more unlikely that any ballistic object would land like that. however I don't think it was 'installed' after the explosion by the fuku50 because it's there on the First Helicopter flyby vids. So I am open minded but unconvinced! |
| May18-11, 04:14 AM | #7689 |
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According to http://www.yomiuri.co.jp/science/new...OYT1T01016.htm , the Centralized Waste Treatment Facility enjoys a high level of shielding against radiations. The video at http://www.tv-asahi.co.jp/ann/news/w...210516022.html shows that the pipes are running through the "high temperature incinerator building" before reaching the "Main process building". I guess the "Centralized Waste Treatment Facility" is a set of several buildings including both the "main process building" where the contaminated water is being sent, and the incinerator building. The worker who died on May 14th "had been working on the drainage system of the centralised radioactive waste store" : http://www.world-nuclear-news.org/RS...d-1605115.html |
| May18-11, 04:20 AM | #7690 |
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"When you have eliminated the impossible, whatever remains, however improbable, must be the truth" (said Sherlock Holmes in "The sign of four") |
| May18-11, 04:34 AM | #7691 |
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Does anyone here now what the pressure relief or steam relief valves are set for on one of these BWRs? Maybe running them above double design pressure is risky.
Also, did they actually ever successfully vent any of the 3 reactors or did they all blow a gasket, or rupture disk? |
| May18-11, 04:35 AM | #7692 |
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| May18-11, 04:35 AM | #7693 |
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some interesting stuff here
http://online.wsj.com/article/SB1000...846064194.html I'd hope they release these documents and I'd like to see the whiteboard scribblings from the time prior to the explosions! The continuing conflicting reports about the situation are a nightmare,..... I was talking to a collegue last week who said everything's OK there now. Just depends which paper you read! |
| May18-11, 04:45 AM | #7694 |
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First, we can perfectly see what happens if an Isolation Condenser is used to cool a nuclear reactor - total meltdown within 16 hours. It was switched off, but switched on again three hours after the earthquake. And second, the Isolation Condenser is not even designated to provide emergency cooling for extended time periods. In a pdf regarding safety issues of the BWR/Mark-I design it's stated that the IC pool will be boiled dry within 1,5 hours! (Which would allegedly leave enough time to secure other means of cooling - ha, my ***...) Moreover, the emergency cooling systems of Unit 2 und 3 (RCIC) worked much longer than the IC - for up to three days in case of Unit 2. |
| May18-11, 04:46 AM | #7695 |
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http://www.tepco.co.jp/en/challenge/.../plants-e.html
Here is how Merriam-Webster defines "bedrock": http://www.merriam-webster.com/dictionary/bedrock The main thing is "unconsolidated". Mudstone happens to be a special form of shale/clay/mud that has accumulated during million years in the sediment layer of the ground and is considered to be "consolidated": Below "mudstone" is a harder/older layer of consolidated rock but still "mudstone" is thought to be part of "bedrock" when we use the word "bedrock" in its general meaning. If we want to divide between these two some special words has to be used. Like they use words "Mesozoic bedrock" and "Franciscan bedrock" in this page: http://earthquake.usgs.gov/regional/nca/soiltype/ (I am using the word "harder bedrock" here.) So when TEPCO says they have built Fukushima plants on solid bedrock they are not lying. Still I feel little bit cheated as the qualities of mudstone and harder bedrock probably differ a lot as seen from the earthquake stand of point. Again referring to previous page: Vs > 1500 m/sec Includes unweathered intrusive igneous rock. 1500 m/sec > Vs > 750 m/sec Includes volcanics, most Mesozoic bedrock, and some Franciscan bedrock. 750 m/sec > Vs > 350 m/sec Includes different kind of sand, sandstones, mudstones and limestones. Note 1: I am quite sure TEPCO has made some research concerning the qualities of harder bedrock (-46 meters from the current ground level) and mudstone and it would be very interesting to get the results from this research. Note 2: They removed a 25 meter layer level of soft sand to get to the mudstone layer. Would it have been possible to remove a 46 meter layer of mudstone to get to the harder bedrock layer? But if they had done that the whole plant would have been below sea level which I guess would have been impossible. |
| May18-11, 04:48 AM | #7696 |
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| May18-11, 04:49 AM | #7697 |
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This is from the THawk video no3 from April 15th.
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| May18-11, 05:04 AM | #7698 |
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On the other hand, I assume they simply don't have enough space so they have no other choice as to do it on the fly. |
| May18-11, 05:06 AM | #7699 |
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| May18-11, 05:20 AM | #7700 |
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So in fact hardened vent is not so hardened as it has to be operated in a reliable manner (which is the main problem!) very early in a severe accident case, otherwise it's not enough hardened to bear the high pressures. Do we have data (in the US) about the values of max pressures allowable we are talking about for an" hardened vent" system? Lookin at the speed at which H2 fills the much too small Mark I containment, yes this has to be VERY quick... Now, the point that are unclear concerning the venting at Unit 1 during the 3 additional hours after Kan visit are: - was it because the workers couldn't open the valves? - was it because Tepco management had some fears of opening them (would be very interesting to know the content of the discussions during the 3 hours)? - did it finally explode because they finally vented but the pressure was already too high and the tightness of Mark I containment already failed, with H2 entering the top floors (probably first at containment cover seal which was considered to be a weak point, based on data discussed here on the forum)? - did it finally explode because they vented but the venting (supposedly hardened) failed because of too high pressure and the leak path of H2 entered the building and the top floors before exploding? These question are currently unresolved IMHO. |
| May18-11, 05:40 AM | #7701 |
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That's how I understand the spirit of this article. |
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