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*2 The amount of water levels conjectures uncertain cross-section for corresponding to the water level, that is needed to calculate for storage capacity of centralized reactive waste treatment facility

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[m3/day]

A B C Total*2 (α) Between

Units 1-2

Between Units 2-3

Between

Units 3-4 Total*2 (β)

Jan.25 0 0 0 0 16 5 0 21 21

Jan.26 0 0 0 0 8 0 0 9 9

Jan.27 0 0 0 0 16 0 0 16 16

Jan.28 0 0 0 0 17 0 0 17 17

Jan.29 1 0 0 1 16 0 0 16 17

Jan.30 0 0 0 0 17 0 0 17 17

Jan.31 0 0 0 0 10 0 0 10 10

Changes in the amount of water transferred from groundwater drains to reactor and turbine buildings and in the amount of groundwater and rainwater flowing into the buildings

Amount of water transferred from groundwater drains to reactor and turbine buildings

(From January 25, 2018 to January 31, 2018/ 24 hours per day)

*1 Water gauges in reactor and turbine buildigns were caliberated.

*2 The amount of water levels conjectures uncertain cross-section for corresponding to the water level, that is needed to calculate for storage capacity of centralized reactive waste treatment facility.

*3 The amount of water levels was revision the cross-section for corresponding to the water level, that is needed to calculate for storage capacity of centralized reactive waste treatment facility from June 1, 2017 on.

*4 There are cases where there is a difference between the sum of each number on the table above and the "total" because the "total" is the sum of numbers with one digit after the decimal point.

*5 In the amount of groundwater and rainwater flowing into the Unit1 was conducted, excluding the trenches.

Date

Temporary storage tanks (Reference) improved wells and well points (Reference) Amount of water transferred to turbine

buildings [(α)+(β)]

*①Amount of groundwater and rainwater flowing into reactor and turbine buildinfgs: 75m3/day, ②Amount of water transferred from groundwater drains to reactor and turbine buildings: 15m3/day, ③(Total of ① and ②): 90m3/day, Rainfall: 0mm/week

*1 *1 *1 *2 *2 *3 *5 *5

Reference February 5, 2018 Tokyo Electric Power Company Holdings, Inc.

Fukushima Daiichi D & D Engineerring Company

Reclaiming behind seaside impermeable wall

Subdrains on mountain side in operation for 24 hours

Closure of seaside impermeable Landside impermeable wall, first stage of freezing began

Landside impermeable wall, second stage of freezing began

Landside impermeable wall, third stage of freezing began

Pumping up of grounwater began from sundrainson sea side

Pumping up of grounwater began from groundwater

Rainfall (mm/week) Average daily changes by week (m3/day)

Rainfall:

①Amount of groundwater and rainwater flowing into reactor and turbine buildings

Amount of water transferred from

groundwater drains to reactor and turbine (Total of ①and②)

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