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    • CFM - Colloid Formation & MigrationCFM - Colloid Formation & Migration
    • C-FRS - CRIEPI’s Fractured Rock StudiesC-FRS - CRIEPI’s Fractured Rock Studies
    • CIM - Carbon-14 and Iodine-129 Migration in CementCIM - Carbon-14 and Iodine-129 Migration in Cement
    • ESDRED / TEM -Test and Evaluation of Monitoring SystemsESDRED / TEM -Test and Evaluation of Monitoring Systems
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    • HotBENT - High Temperature Effects on Bentonite BuffersHotBENT - High Temperature Effects on Bentonite Buffers
    • ISC - In-situ Stimulation & Circulation ExperimentISC - In-situ Stimulation & Circulation Experiment
    • LASMO - Large Scale MonitoringLASMO - Large Scale Monitoring
    • LCS - Long-Term Cement StudiesLCS - Long-Term Cement Studies
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    • MaCoTe The Material Corrosion TestMaCoTe The Material Corrosion Test
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Colloid Formation and Migration (CFM)

Colloid Formation and Migration : I-BET (In Rock Bentonite Erosion Test)

Details
By McKie David
McKie David
Parent Category: GTS Phase VI
Category: Colloid Formation and Migration (CFM)
22 February 2019
22 February 2019
Last Updated: 22 February 2019

The I-BET is part of the CFM project and will be implemented end of 2018/ beginning 2019. The project is designed to study a larger volume of bentonite in a natural flow field. It is somewhat a follow-up project of the LIT, but without any radionuclide tracers. The I-BET project is composed of a cylindrical bentonite source (compacted MX-80 bentonite) of 220 mm diameter and 1.15 m length.

The expected swelling pressure of the bentonite is around 3.7 - 4.6 MPa. The source will be emplaced as rings around a steel mandril and sealed at both ends with packers. All interfaces will be equipped with multiple sensors to monitor the swelling pressure and the water content. Furthermore, dedicated monitoring boreholes were drilled to monitor the groundwater composition around the source and detect potential bentonite erosion. In a later stage, the monitoring boreholes allow, if desired, to increase the water flow by injecting water.

The project will be implemented in an existing 220 mm diameter borehole, which was initially drilled for the JGP (JAEA Grouting Project) and later overcored as test for the LCS (Long-term Cement Studies) experiment.

Bentonite source and the mapped fractures sml 

3D picture showing the bentonite source and the fractures mapped along the surrounding boreholes. The monitoring boreholes are shown in pink.

Schematic representation of the sensor layout sml 

Schematic representation of the sensor layout on the multiple interfaces.

Borehole image of the bentonite source borehole sml 

Borehole image of the bentonite source borehole with the major fractures shown as red lines.

Colloid Formation and Migration : LIT (Long-term In situ Test)

Details
By McKie David
McKie David
Parent Category: GTS Phase VI
Category: Colloid Formation and Migration (CFM)
22 February 2019
22 February 2019
Last Updated: 27 February 2019

The LIT was emplaced during 2014 successfully on May 12th 2014. It consists of a solid bentonite (FEBEX and Zn-Montmorillionite) source with radionuclide tracers added in glass vials. The bentonite source was placed into the MI shear zone, which is a known water-conducting zone.

Monitoring of the bentonite colloid formation and the subsequent transport of radionuclides was performed in three dedicated monitoring boreholes and in the existing tunnel outflows such as Pinkel. The hydraulic flow field around the bentonite source was controlled by the continuous outflow at Pinkel.

The emplaced effective swelling pressure of the bentonite is expected to reach approximately 1.05 MPa. The bentonite was built-in as bentonite rings around a mandril. The tracer cocktail contains strongly sorbing tracers (241Am, 242Pu, 137Cs) and weakly sorbing tracers (99Tc, 45Ca, 75Se, 237Np, 233U).

The packer system used for the bentonite source was custom-made to allow a later overcoring and therefore disconnection of the packer 3 from the packer 1 and 2. The bentonite source being emplaced between packer 1 and 2.

CFM preparation of the bentonite rings 

Final preparation of the bentonite rings and assemblage of the bentonite source

 schematic bentonite ring sml

Schematic representation of a bentonite ring interface

Bentonite source emplacement procedure 

Bentonite source emplacement procedure

 CFM LIT study with CFM 06.002

3D images showing CFM LIT study with CFM 06.002 host of the LIT

CFM In-situ Tracer Test (CFM RUN 02-02RN) 2012

Details
By Administrator
Administrator
Parent Category: GTS Phase VI
Category: Colloid Formation and Migration (CFM)
12 March 2012
12 March 2012
Last Updated: 30 July 2014

CFM site-preparation was finalised for the hot migration experiment (CFM RUN 12-02RN) and the first “hot” experiment started in the frame of the CFM project on 29th of February 2012. The tracer cocktail was delivered on 29th in the afternoon and injection started at 8pm at the same day. For the proceeding day and night, shifts were organised to develop a comprehensive data set from the tracer injection test. For a description on the input parameters of the injection please see below.

Sven, Tom, Thorsten, Karam – final inspection before the CFM Tracer Test started
Sven, Tom, Thorsten, Karam – final inspection before the CFM Tracer Test started

Ready for sampling
Ready for sampling

Sven, Tom, Thorsten, Karam – final inspection before the CFM Tracer Test started Careful dismantling of CFM tracer tank
Careful dismantling of CFM tracer tank

Lead-shielded tracer tank
Lead-shielded tracer tank

Final destination of the lead-shielded tank in the injection cabinet
Final destination of the lead-shielded tank in the injection cabinet

Preparation of auto sampler
Preparation of auto sampler

and start of the CFM tracer injection…
and start of the CFM tracer injection…

.. before closing the injection cabinet doors.
.. before closing the injection cabinet doors.

GTS Phase VI - CFM Project : Radionuclide – Colloid/Conservative Tracer Test _Run CFM 12-02RN

Input Parameters
Injection/recirculation borehole:   CFM 06.002
Recirculation flow rate: 20 ml/min
Injection flow rate: 0.33 ml/min
Tracer cocktail:   Conservative tracer amino-G acid, Colloids and radionuclides according to Table 1
Concentration: amino-G: 4.5 mg giving 1500 ppb in the total circulation loop
Extraction point: Pinkel
Extraction flow rate 25 ml/min
Gradient: 57.35 mm / 6.08 m
Extraction water analysis: Colloid using the LIBD from KIT, conservative tracer using fluorometer customised for amino-G acid detection, radionuclide using samples taken by the automatic sampler
Sampling 500 ml samples according to defined schedule taken by the automatic sampler
Layout for sampling:   Normal flow direction from extraction surface cabinet to waste tank. The line has an electro-switch valve to allow water path switch to the automatic sampler when sampling is activated. The line has also a second manual switch valve to the LIBD when colloid samples are analysed


Nuclide

Activity in sample t(0)

C(t=42d)
h

dilution factor 100 Bq/L

max. activity per 250mL after 42 days

n=89 samples à 250mL without sorption

conc. Expected ng/L [ppt]

Na-22

2.00E+06

1.94E+06

8.62E+03

2.16E+03

1.92E+05

0.01

Ba-133

2.52E+06

2.50E+06

1.11E+04

2.78E+03

2.47E+05

0.21

Cs-137

9.00E+05

8.98E+05

3.99E+03

9.97E+02

8.88E+04

0.24

Np-237

1.30E+02

1.30E+02

5.78E-01

1.44E-01

1.29E+01

6.27

Am-243

3.60E+02

3.60E+02

1.60E+00

4.00E-01

3.56E+01

0.01

Pu-242

2.00E+02

2.00E+02

8.89E-01

2.22E-01

1.98E+01

0.76

Th-232

8.50E-03

8.50E-03

3.78E-05

9.44E-06

8.41E-04

1.14

Colloid Formation and Migration Experiment

CFM Upcoming activities

Details
By Administrator
Administrator
Parent Category: GTS Phase VI
Category: Colloid Formation and Migration (CFM)
16 June 2010
16 June 2010
Last Updated: 30 July 2014
Future work: Field testing proposed timetable

 

Test
Aims
End May
Reduction of outflow to 10 ml/min
Stability of flow system
Early July
Point Dilution 06.002ÞPinkel
Transport at low gradient
(Equipment check)
Option to change extraction flow rate if unstable flow system
August
Homologue 06.002ÞPinkel
Extend residence time-recovery
September
Point Dilution 06.001ÞPinkel
Pinkel capture zone
Autumn/ Winter 2010
CRR Repeat runs
Results from alternate dipole
Matrix diffusion test 06.002ÞPinkel
Solute transport at low gw velocity
Colloid+Rn Transport
06.002 Þ Pinkel
Characterise migration prior to in situ test
Spring/ Summer
2011
Preparations for in situ test
Monitoring boreholes: drilling and characterisation
Emplacement
 
Future work: Planned Lab testing

 

KAERI
JAEA
CRIEPI
RN-colloids interaction
(a) (d)
- Sorption kinetics and reversibility of Np(IV,V), Am(III) in SGW/KoB coll (Batch)
- Generation of Am(III), Np(IV) coll (Batch)
- Distribution of Np(IV), Tc(IV) in SGW/KuF coll/granite (Batch)
- Generation of Am(III), Np(IV) coll (Dialysis)
- Reversibility of Am(III), Np(IV) in SGW/KuF coll/granite (Dialysis)
Column transport
(a) (d)
- Transport of Np(V), Am(III) with KoB coll in natural fracture of KURT granite core

 

 

Colloid generation
(b) (d)
- Colloid generation from KoB in KURT granite (in-situ)
- Colloid generation from KV1, FBX(BENTFLOW)

 

Bentonite extrusion
(b) (d)

 

- Extrusion of KV1 into acrylic fracture (BENTFLOW)

 

CFM In-situ Testing from 2009 to 2011

Details
By Administrator
Administrator
Parent Category: GTS Phase VI
Category: Colloid Formation and Migration (CFM)
16 June 2010
16 June 2010
Last Updated: 30 July 2014

Field Tracer Testing 2009 onwards

During 2009 and 2010 a series of tracer migration tests using conservative, bentonite colloid and homologues (trivalent & tetravalent) have been performed in the shear zone between borehole interval  CFM06.002i2 and the Pinkel surface packer.

Source interval CFM 06.002i2

The borehole interval used as the tracer source is located in CFM 06.002 and centred on a brittle fracture in the MI shear zone. Hydraulic tests show a transmissivity of about 10-6 m2/s compared to a large-scale shear zone transmissivity of ~5 x 10-7 m2/s.  The concentration in the interval is controlled by a recirculation loop to the injection cabinet containing a pump, fluorometer, pH, EC and turbidity sensors.  The loop has a volume (including the borehole interval) of 1litre plus the volume of the tracer tank. All lines are made of PEEK to minimise sorption.

Recovery at the Pinkel

Tracer recovery is via the Pinkel surface packer located on a flowing point on the brittle fracture horizon within the MI shear zone.  The surface packer is connected to the tracer extraction cabinet containing sampling lines, fluorometer, pH, EC and turbidity sensors via PEEK lines. An autosampler is used to perform routine background sampling and unattended sampling during testing.

Conservative tracer test Conservative tracer test
52 ml/min extraction from Pinkel
78.8% Uranine recovery at end of test
Homologue/colloid tracer test Homologue/colloid tracer test
48 ml/min extraction from Pinkel
84% Uranine recovery at end of test
Colloid recovery 52-67%
Th (IV) 32 +/- 10%
Hf(IV) 30 +/- 5%
Tb(III)  7 +/- 5%
Eu(III) 14 +/- 3%
Conservative tracer test Conservative tracer test
10 ml/min extraction from Pinkel
90.1% Uranine recovery
95.2% Iodide recovery
Homologue/colloid tracer test Homologue/colloid tracer test
10 ml/min extraction from Pinkel
20.5% Uranine recovery
Colloid recovery varied according to technique. Possibility of mobilisation of additional colloids
Th (IV) 14 +/- 2%
Hf(IV)  6 +/- 2%
Tb(III) 46 +/- 6%
Eu(III) 43 +/- 10%
Conservative tracer test Conservative tracer test
(LiI & Uranine) at 25 ml/min extraction to test recovery at higher rates following 10-03.
Uranine recovery 91.9%
Li recovery 97.6%
I recovery 93.1%
Drilling and completion of near-field monitoring boreholes Feb-July 2011
Packer systems designed for subsequent resin injection and overcoring.
Homologue tracer test
Homologue tracer test
Repeat of test 10-03 using better control of tracer pH and additional conservative tracer (Amino-G).
Monitoring boreholes instrumented but not sampled during test.

Drilling and completion of monitoring boreholes CFM 11.001, CFM 11.002 & CFM 11.003
After emplacement of the bentonite source in CFM 06.002 it is planned to monitor the near field geochemical conditions by sampling the fluid from the shear zone close to the source. To accomplish this 3 new boreholes have been drilled during 2011. The boreholes need to be within the planned overcore so that they can be used for resin injection to stabilise the shear zone and source prior to excavation. Highly accurate drilling was required to ensure that the new boreholes did not intersect CFM 06.002 or depart from the overcore volume.  The planned distance between the boreholes was 40mm and the survey showed that deviations from the planned trajectory were less than 10mm and that all boreholes were contained within the planned overcore volume.

Drilling and completion of monitoring boreholes CFM 11.001, CFM 11.002 & CFM 11.003

Specially designed monitoring packer systems have been installed that can be used for resin injection and sampling and can be overcored.  Interval and sampling line volumes have been minimised to facilitate low flow rate sampling close to the source. All material in the interval and lines is PEEK or coated with PEEK to minimise sorption.  The systems are engineered to allow resin injection at the end of the test prior to overcoring.

Specially designed monitoring packer systems have been installed that can be used for resin injection and sampling and can be overcored

Colloid Formation and Migration Experiment

More Articles …

  1. CFM Site Preparation from 2009 to 2010
  2. Colloid Formation and Migration - Phase 2 from 2008 to 2013
  3. Colloid Formation and Migration - The Mega Packer
  4. Colloid Formation and Migration - Phase 1 from 2004 to 2008
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Page 1 of 2

The CFM Experiment

  • CFM Introduction
  • CFM Concept
  • CFM Project Aims
  • CFM Site Preparation [2009/10]
  • CFM Phase 1 [2004 - 2008]
  • CFM Phase 2 [2008 - 2013]
  • CFM In-situ Testing [2009/2011]
  • CFM In-situ Tracer Test [2012]
  • CFM : LIT (Long-term In situ Test) [2014]
  • CFM : IBET (In Rock Bentonite Erosion Test)
  • CFM References

40 years of Experience

Sample image 
40 Years experience

2014 marked a significant milestone in the history of the Grismel Test Site with the running of experiments which have spanned more than 30 years. Read more about the close to 40 years of scientific exploration in the 40 Years of History at the Gimsel Test Site section.

Grimsel 2010 - English (PDF 1,119 kb )

Grimsel 2010 - Deutsch  (PDF 989 kb )

CFM Video

GTS CFM PackerColloid Formation and Migration Video
A short video showing the tunnel packer installation.
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