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TEPCO announced last week that the steel and concrete sea wall they installed and recently closed the last section of had been damaged. The wall was bowing outward due to increased groundwater pressure. A recent presentation to METI shows why. Steel pilings to close the opening near unit 4 happened around September 22. The final concrete sealing work took place around October 26th. TEPCO monitored water levels in the amount of ground water they removed from wells near the reactor buildings during this closure process. They also moved from daily manual water removal to an automated 24 hour water removal system over this time. What may have caused part of the miscalculation is the amount of rainfall received during the time they began the well pumping through the closure of the wall. In the graph below for unit 1, rainfall can be seen as the lower blue graph. Rainfall began to taper ...



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