Survey results: Revised Version. Unit: Bq/L. No :Observation hole : Observation hole for the Ice wall :Where the Ice wall is installed H25J [4]
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1 Water Quality Survey of the Lower Permeable Layer on the East Side () of the Turbine Building at Fukushima Daiichi Nuclear Power Station Revised Version <Reference> June 24, 2014 Tokyo Electric Power Company The survey of the groundwater quality in the lower permeable (alternate ) on the East side of the turbine building has been ongoing, and new measurement results are obtained as blow. Tritium has been detected, for which the measurement of the water quality and water levels will be performed continuously. location map: No. 2 4 Analysis results released previously. H25J [4] Analysis results released previously. :Observation hole : Observation hole for the Ice wall :Where the Ice wall is installed Analysis results released in this report. Survey results: Unit: Bq/L Vol. of pumped up water for sampling Cs134 Cs137 Gross β H 3 Remarks bet. Units 3 & 4 Jun/10/ L 120L The greater volume of pumped up water, the longer time taken for analyzing, which resulted in increasing radiation exposure. Therefore, to confirm whether the volume of water affects water quality, this time the survey was conducted with different volumes of water from last survey. * indicates a case where the analysis result is below the detection limit value that is shown in parenthesis under the. 1
2 Reference Water Quality Survey Results of the Lower Permeable Layer (Alternate ) on the East Side of the Turbine Bldg. Analysis results Unit for radioactive material density: Bq/L indicates a case where the analysis result is below the detection limit value that is shown in parenthesis under the. spot Cs134 Cs137 Gross β H 3 methods of Unit 3 H25J [4] (alternate ) Apr/29/2014 Water obtained after replacing the whole water in the observation hole with a pump. Jan/10/2014 (0.5) (12) 480 Water obtained after replacing the whole water in the observation hole with a pump. bet. Units 3&4 (alternate ) Jan/16/ (14) (14) (100) Water obtained manually from the upper part of the observation hole with a water sampler. Water obtained after pumping up a small amount of water (approx. 10 L) from a deeper part of the observation hole. Water obtained after pumping up a small amount of water (approx. 10 L) from a deeper part of the observation hole. May/9/ Water obtained after pumping up a 30 L water 130 Water obtained after pumping up a 120 L water Units 2&3 Water intake bet. Units (alternate ) May/21/2014 (0.5) (16) Water obtained after pumping up a 140 L water point Cs134 Cs137 Grossβ H 3 methods Fz 4 (alternate ) Apr/24/2014 (13) (100) Water obtained after pumping up a 140 L water Fz 5 (alternate ) May/28/2014 Jun/4/2014 3,100 4,700 Water obtained after pumping up a 150 L water Water obtained after pumping up a 150 L water Fz 8 (alternate ) Apr/22/2014 (13) Water obtained after pumping up a 110 L water 2
3 Distribution of Groundwater Levels Groundwater pressure of the lower permeable Groundwater levels of the upper permeable O.P.+35m 透水層 Permeable Layer The Upper Permeable Layer (Medium Grained Sandstone Layer) Reactor Bldg. Turbine Bldg. O.P.+10m 難透水層 Aquiclude Layer The Lower Permeable Layer (Alternate Layer) Ice wall Subdrain Subdrain Observation well Ice Wall Impermeable Wall 3
4 Reference Groundwater Levels Transition Over Time of Medium grained Sandstone and Alternate Layer Part (10 m thickness board) H25J[4] H25J4 H25J[7] H25J7 SD26 SD32 SD59 SD9 SD20 DW3 H25J[5] H25J5 SD9 (middle grained sandstone) DW3 (alternate ( III)) Rainfall in Namie SD20 (med grained sandstone) H25J [5] (Alternate part) Impermeable wall (preceding boring) 4 m thickness board (ground improvement) 水位差 1m 程度 [4](Alternate ) [7](Alternate ) 4 Groundwater levels (standard OP.m) Sep/1/2011 Oct/1/2011 Nov/1/2011 Dec/1/2011 Jan/1/2012 Feb/1/2012 Mar/1/2012 Apr/1/2012 May/1/2012 Jun/1/2012 Jul/1/2012 Aug/1/2012 Sep/1/2012 Oct/1/2012 Nov/1/2012 Dec/1/2012 Jan /1/2013 Feb/1/2013 Mar/1/2013 Apr/1/2013 May/1/2013 Jun/1/2013 Jul/1/2013 Aug/1/2013 Sep/1/2013 Oct/1/2013 Nov/1/2013 Dec/1/2013 Jan/1/2014 Feb/1/2014 Mar/1/2014 Apr/1/2014 May/1/2014 Jun/1/2014 Jul/1/2014 Aug/1/2014 Sep/1/2014 Groundwater levels (standard OP.m) Daily Rainfall in Namie (mm)
5 Reference Groundwater Levels Transition Over Time of Medium grained Sandstone and Alternate Layer Part (4 m thickness board) C-1 C-3 Rainfall in Namie C-2 C-4 4 m thickness board: C 1 (Alternate (Layer III): Artesian) 4 m thickness board: C 2 (Alternate (Layer III): Artesian) impermeable wall (preceding boring) Impermeable wall (steel pipe sheets) 4 m thickness board: C 3 (Med grained sandstone (Layer I) No.1 8 since Jan, 2014)) 4 m thickness board: C 4 (Med grained sandstone (Layer I) 4 m thickness board (ground improvement) impermeable wall (Fitting process/ backfilling) Approx. 0.3 m 水位差 difference 0.3m 程度 in water levels. Sep/1/2011 Oct/1/2011 Nov/1/2011 Dec/1/2011 Jan/1/2012 Feb/1/2012 Mar/1/2012 Apr/1/2012 May/1/2012 Jun/1/2012 Jul/1/2012 Aug/1/2012 Sep/1/2012 Oct/1/2012 Nov/1/2012 Dec/1/2012 Jan /1/2013 Feb/1/2013 Mar/1/2013 Apr/1/2013 May/1/2013 Jun/1/2013 Jul/1/2013 Aug/1/2013 Sep/1/2013 Oct/1/2013 Nov/1/2013 Dec/1/2013 Jan/1/2014 Feb/1/2014 Mar/1/2014 Apr/1/2014 May/1/2014 Jun/1/2014 Jul/1/2014 Aug/1/2014 Sep/1/2014 Groundwater levels (standard OP.m) Daily Rainfall in Namie (mm) * Corrections have been made to the graph above due to some reading errors were found (the part enclosed with red circles) d July 8, 2014.) 1
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