REGARDING THE PICTURES WE HAVE BEEN DISCUSSING, INCLUDING THE AMOUNT AND LOCATION OF RISING STEAM AND POSITION OF THE FHM & OVERHEAD CRANE
Borek said:
Not necessarily. Amount of steam appearing is a function of water temperature, air temperature and humidity. I have seen steaming water that was lukewarm at best.
I put the front edge and east end of the SFP about where I have drawn the red line. I see steam rising from between the front edge of the SFP and the FHM, which has been advanced to the front of the SFP. I wonder if this was to allow the overhead crane to lift the fuel rod assemblies that were to be transferred laterally to the smaller "cask" pool to the west. In the photos and diagrams I have seen, it doesn't look like the FHM goes over the cask pool, only the overhead crane appears to go there.
Look at the far right end of the FHM -- there is a "hockey stick" green structure you can clearly see in both the photo of the undamaged FHM and the FHM over the pool in Bldg 4. You can use it as a point of reference. It is above the pool in both photos of Bldg 4.
http://i306.photobucket.com/albums/nn270/tcups/FHM.jpg
http://i306.photobucket.com/albums/nn270/tcups/Picture36.png
http://i306.photobucket.com/albums/nn270/tcups/Picture18.png
and again, in the diagram I altered (moving the cask from the shaft to the cask pool), it looks like the FHM is at the front edge of the SFP, and that the overhead crane would be used to transfer fuel from the SFP to the cask, and the cask to the shaft.
http://i306.photobucket.com/albums/nn270/tcups/Picture30-4.png
If that operation were interrupted, and fuel had been loaded into the cask, I again propose that it was the cask loading pool where the explosion and most of the damage centered, and that that explains
1) the damage along the shaft, its north and west sides on the external portion of the building,
2) a vertical component straight upward and to the east through the connecting shoot (but much smaller than at Bldg 3), and
3) access of the explosion's energy to the lower floors and to the structurally weakened northeast corner of Bldg 4.
4) the thick walls of the SFP4 (except at the narrow transfer chute) would have protected the SFP, although water would not now hold in the SFP4 above the level of the transfer chute to the cask loading pool
This is the only thing I can come up with that fit everything I see, from the position of the FHM, to the position of the overhead crane, to the internal and external damage to Bldg 4, and to the apparent need to clear high level waste on the ground before bringing in the long-armed crane to spray water and get a look down into the SFP4.
http://i306.photobucket.com/albums/nn270/tcups/Picture31.png
Debunk that, please.