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金属イオンを含む亜臨界水による汚染土壌からのCs回収ーー水熱条件下での粘土鉱物からのCs脱離促進ーー
東京工業大学科学技術創成研究院
原子燃料サイクル研究ユニット
○ 竹下 健二、Xiang-Biao Yin
1
T
TO
T
TO
T: tetrahedral sheet O: octahedral sheet
Weathered 2:1 clays
Cs Adsorption on Clay Minerals in Contaminated Soil
Various clay minerals in soils
Illite/muscovite/biotite
2:1 dioctahedral type2:1 trioctahedral type
vermiculite/smectite
Mg Fe
Mg Fe
Important clay minerals in Fukushima
Dominant adsorptive clay minerals
Frayed edge site(10.7 Å)
Vermiculite, illite
•Takes long time to access•Once Cs is trapped, no escape•Small ratio to whole charge•Main cause of Cs entrapment
Phyllosilicate (Sheet of SiO4 tetrahydra) has siloxane ditrigonal cavity similar to the size of Cs
2
HAADF-STEM image of Cs treated phlogopiteCs adsorbed muscovite
Cs is selectively sorbed by vermiculite-like clay minerals and fixed on various binding sites such as planar/frayed edge/interlayer sites.
Hiroki Mukai, etc. Environ. Sci. Technology. 2014, 48, 13053-13059. James P. Mckinley, etc. Environ. Sci. Technology. 2004, 38, 1017-1023. Kenji Tamura, etc. Environ. Sci. Technology. 2014, 48, 5808-5815.
Edge-removal for radioactive Cs-biotite
Cs adsorption in soil and distribution on clay particles
1.o-
1.4n
m
(H. Mukai, et al. 2016) (J. P. Mckinley, et al. 2004) (K. Tamura, et al. 2014)
(H. Mukai, et al. 2016)
3
Research Groups Year Clay/soil Extraction Agent Condition Removal Ratio
K. Morimoto, et al. 2012 Vermiculite 3 M Mg2+ 25℃ 70~90%
H. Mukai, et al. 2015 Fukushima biotite 1M NH4+, Cs+, Mg2+,
0.1M H+ 25℃ Mg2+:58 %NH4
+:5.1%M. Yanaga, et al. 2015 Soil 2M K+ 25℃ 75%K. Murota, et al. 2016 Soil 0.001~0.1M K+ 25℃, 140d 60%L. Dzene, et al. 2015 Vermiculite 1M NH4
+ 25℃ 30%D. Parajuli, et al. 2015 Soil 0.5M H+ 95~200℃ 50~95%
C. Liu, et al. 2003 Sediments 3M Na+, K+, Rb+, 0.5M NH4
+ 25℃,134d 27~80%
N. Kozai, et al. 2012 Fukushima soil 1M NH4+,1M H2SO4 25℃ 40%
A. De Koning, et al. 2004 Illite 1M NH4+ 25℃ 56%
C. Willms, et al. 2004 Illite Alkylammonium salt 25℃ 45%I. Shimoyama, et al. 2014 Vermiculite Mixed NaCl-CaCl2 620~800℃ 40% (3min)
Problems/under discussion
Recent studies about Cs removal from clay/soil
2. Mono/divalent ions have varied roles1. Cs was poorly and partially removed3. High ion strength/temp were used 4. Desorption kinetics were very slow
Sublimation
4
Objectives
Reversibility of Cs+
on clay mineralsAdsorption Desorption
To improve the Csdesorption ratio.To clarify the
mechanism of Csdesorption.
To clarify Cs sorptionbehavior on claysTo prepare samples
similar with Cssimulated soil
Frayed edge site(10.7 Å)
Vermiculite, illite
5
4 6 8 100
200
400
600
800
1000
1200
Ori Vermiculized biotite
2θ / o(CuKα)
Inte
nsity
10.1Å
12.0Å
12.4Å
14.3Å
25Å
Characterizations of used Sample - Vermiculitized Biotite
Compositions (wt. %)SiO2 46.1MgO 24.9Fe2O3 8.61Al2O3 13.0K2O 5.55CaO 0.57TiO2 1.25
SEM XRF
XRD
BSE
Structure formula is (Si3.14Al0.86)O10(Al0.18Ti0.06Fe0.15Mg2.53)(OH)2(K0.48Ca0.04). VB occurs interstratificated structure with Mg-layers and K-layers.
Mg-vermiculite layer K-biotite layer
6
Cs Adsorption Experiment
Cs+ LiquidSolid
Shaking
After centrifugation, measuring with AAS
AAS
Vermiculitized biotite (VB)
Batch adsorption (25 ℃ )
Drying(85℃, 24h) Separate
Solid-liquidWash and sieve
Cs Con: 10ppm -2000ppm; S/L: 0.1g/10ml; T: 25℃; t:2 d
Adsorption capacity, Q
𝑸𝑸 =𝑪𝑪𝒊𝒊 − 𝑪𝑪𝒆𝒆
⁄𝑺𝑺 𝑳𝑳Where:Co is the initial Cs concentrationCe is the equilibrium Cs concentrationS/L is the solid-to-liquid ratio.
SEM-EDX XRDd: basal spacing
7
7
Cs Adsorption on VB
4 6 8 10
Inte
nsity
(arb
uni
t)
2θ/ o (CuKα)
Ori
50ppm
100ppm
200ppm
300ppm
500ppm
1000ppm
12.0Å
11.9Å
11.6Å11.9Å
11.2Å
10.7Å
10.7Å 2000ppm
10.7Å 0.5M
10.1Å12.0Å
12.4Å14.3Å25Å
25 Å: Regular interstratification of Mg and K layer 14.3 Å: Hydrous Mg2+ layer 12.4 Å: Partial hydrous Mg2+ layer 12.0 Å: Random interstratification of Mg and K layer 10.6 Å: Cs collapsed layer 10.1 Å: Biotite K+ layer
The peak for Mg layer gradually disappears with Cs sorption increase.
The peak for K layer shows no change. The disappearance is attributed to the
transition from Mg-vermiculite layers to Cs-substituting layers.
Mg2+
Mg2+ → Cs+
K+ 10.1 Å
14.3 Å M M
K K K K KTOT
TOT
TOT
M MM
Cs+K CsK+ Mg2+M H2O
KK K2:1 Layer δ- δ-δ-δ-δ-
2:1 Layer δ- δ-δ-δ-δ-
2:1 Layer δ- δ-δ-δ-δ-
CsK K K K K K K
10.7 Å
2:1 Layer
2:1 Layer
2:1 Layer
TOT
TOT
TOT
Cs CsCs
10.1 Å
Cs CsCsCs
Cs Cs Cs
Cs Cs CsCs δ- δ-δ-δ-δ-
δ- δ-δ-δ-δ-
δ- δ-δ-δ-δ-
8
Usage of Cs Saturated VB as Contaminated Soil
0
300
600
0
300
600
0 1 2 3 4 5 6 7 8 9 10
Cou
nts
(a.u
.)
Energy (keV)
1
2
CsFe
Mg
Ti
KAl
Si
Ca
O
Cs
VB used in the present study is capable of adsorbing 2.44 wt. % of CsO (35.8 mg/g).
Sorbed Cs is almost homogeneouslydistributed within collapsed interlayers.
Frayed edge site(10.7 Å)
Trace amount of Cs in FES
9
Hydrothermal Treatment (HTT) using Subcritical Water
→ Cs adsorbed in organic materials canbe recovered to water phase by thedecomposition of organic materials.
① High-speed Hydrolysis Effect
Ionic product of water becomes larger insubcritical state under high temperature(200-280℃) and high pressure (3-4 MPa).
Ionic Product and Conductivity of WaterTemperature [℃]
Con
duct
ivity
[-]
Conductivity Ionic Product
log
Kw
(ion
ic p
rodu
ct)
T [℃]
P[M
Pa]
374100
Icewater
critical point
0.1
22
watervapor
subcritical water
(supercritical water)
Water Phase Diagram
Specific Chemical Properties of Subcritical Water
② High-speed Ion Exchange Effect→ Cs adsorbed in inorganic materials
can be recovered to aqueous phaseby promoted ion exchange withvarious cations in subcritical water. 10
Cs Desorption by Hydrothermal Treatment (HTT)
Ionic Product and Conductivity of WaterTemperature [℃]
Con
duct
ivity
[-]
Conductivity Ionic Product
log
Kw
(ion
ic p
rodu
ct)
T [℃]
P[M
Pa]
374100
Icewater
critical point
0.1
22
watervapor
subcritical water
(supercritical water)
HTT Desorption (100-250 oC, <4 Mpa)
Pressure Vessel
Pressure Gauge
Sample
Thermo-couple
catalysis
11
3 4 5 6 7 8 9 100
300
600
900
1200
1500
10.7Å
25Å
Inte
nsity
(arb
uni
t)
2θ/ o (CuKα)
ori VB Cs collapsed VB HTT 0.01M NH4 HTT 0.01M Na HTT 0.01M K HTT 0.01M Mg HTT 0.01M Ca
11.1Å10.1Å
12.0Å
12.4Å
14.3Å
Mg2+/Ca2+
K+/Na+/NH4+
Enhanced Cs desorption by HTT with M2+ Cation
Cs is still rarely desorbed by monovalent cations.
High temperature greatly enhances the Cs desorption by divalent cations.
XRD results confirms that Mg2+ indeed substitutes Cs+ from its collapsed interlayer.
Mg2+/Ca2+ expands the collapsed interlayer.X.Yin et al., J Hazard Mate, Vol. 326, pp. 47-53, 2017
0
20
40
60
80
100
CaCl2MgCl2KClNaCl
Deso
rptio
n ra
tio (%
)
Cations (0.01M)
5th time HTT (0.5 h) 4th time HTT (0.5 h) 3rd time HTT (0.5 h) 2nd time HTT (0.5 h) 1st time HTT (0.5 h)
NH4Cl
250 oC
Cs collapsed VB
K K K K
Cs Cs Cs Cs10.7 Å
10.1 Å
MK CsK+ Cs+ Mg2+, Ca2+
0
20
40
60
80
100
Deso
rptio
n ra
tio (%
)
Cations (0.01M)
1st time (50h) 2nd time (50h) 3rd time (50h) 4th time (250h)
CaCl2MgCl2KClNaClNH4Cl
25 ℃Mg
M+
12
Cs Desorption from Cs-VB at Varied Temp
Cs desorbed amount was dependent on thetreating temperature.
Higher temp enhanced Mg2+ diffusionwithin collapsed interlayers, resultingdesorption of more Cs+ from center region .
100 150 200 2500
20
40
60
80
100
Des
orpt
ion
ratio
(%)
Temperature (oC)
0.01M, Mg2+ A
B
C
Cs-VB
HTT 150oC
HTT 250oC
13
Cs Desorption from Cs-VB by Mg2+ at different Conc.
0
25
50
75
100
Deso
rptio
n ra
tio (%
)
MgCl2 (mol/L)
(AT 25 oC) 1st 2nd 3rd 4th 5th
0
25
50
75
100
Deso
rptio
n ra
tio (%
)
(HTT 250 oC) 1st 2nd 3rd 4th 5th
310.10.01
4 6 8 10
2θ/ o (CuKα)
10.1Å
12.0Å12.4Å
14.3ÅRaw-VB25Å
10.1ÅCs-VB10.1Å
11.2~10.7Å
11.2Å11.2Å
11.5Å10.1Å10.1Å
11.8Å14.3Å
AT 0.1M
AT 3M 11.8Å
12.4Å12.0Å14.3Å
10.1Å10.1Å
10.1Å
14.3Å
14.3Å
a
bcdefg
14.3Å
Inte
nsity
(arb
uni
t)
12.4Å 750 cps
h
i
j
AT 0.01M
AT 1M
HTT 0.01M
HTT 0.1M
HTT 1M
HTT 3M 12.0Å
Total desorption ratios improves withthe increase of concentration of Mg2+.
14
A
B
C
Cs-VB
HTT 150 oC
HTT 250 oC
Cs Desorption by HTT with Mg2+
Cs-saturated VB Cs-desorbed VB
After HTT at 150 oC, partial Cs in center area is not removed.
After HTT at 250 oC, all Cs in both edge and center is removed.
Mg2+ diffuses into collapsed interlayers from near-edge to interior central region with increase of treating temperature.
15
Enhanced Cs Desorption by HTT with M3+ Cations
4 6 8 10
Ori -VB
10.1Å
11.9Å12.4Å
14.3Å25Å
10.1Å
11.2~10.7Å
10.7Å
11.4Å
10.8~10.4Å
14.3Å12.4Å
12.0Å
11.8Å
12.3ÅHTT 0.01M Al
14.2Å
12.4Å14.0Å
HTT 0.01M Fe
Cs-VB
HTT 0.01M NH4
HTT 0.01M Na
HTT 0.01M K
HTT 0.01M Mg
HTT 0.01M Ca
10.1Å
10.1Å
10.1Å
10.1Å
10.1Å
a
bcde
f
g
500 cps
h
i
15.2Å
HTT 0.01M La j
Inten
sity (
arb u
nit)
2θ/ o (CuKα)
0
20
40
60
80
100
La3+Fe3+Al3+Ca2+Mg2+Na+
Deso
rptio
n ra
tio (%
)
Chloride salts (0.01M)
5th time HTT 4th time HTT 3rd time HTT 2nd time HTT 1st time HTT
K+NH4+
Monovalent cations
Divalent cations
Trivalent cations
M3+ (Al3+/Fe3+/La3+) have the stronger ability to desorb Cs than that of M2+/M+.
XRD confirms the substitution process.
250 oC
16
Cs Desorption by HTT with Al3+
100 150 200 250
0
20
40
60
80
100
0.1M
0.01M
Deso
rptio
n ra
tio (%
)
Temperature (oC)
5th time HTT 4th time HTT 3rd time HTT 2nd time HTT 1st time HTT
0.001M 0.1
M0.0
1M0.0
01M 0.1M
0.01M
0.001M 0.1
M0.0
1M0.0
01M
4 6 8 1010.1Å
12.0Å
12.4Å14.3Å25Å
10.6Å1000ppm Cs+
11.6Å0.01M AlCl3
0.01M AlCl3 HTT150℃
14.0Å11.7Å
0.01M AlCl3 HTT200℃
12.3Å12.3Å
0.01M AlCl3 HTT250℃
2θ/ o (CuKα)
14.0Å
14.0Å0.1M AlCl3 HTT250℃
Inte
nsi
ty (
arb u
nit
)Ori
Cs-Verm
HTT100℃
Same as Mg2+, desorption ratiosimproves with the increase of Al3+
concentration and temperature. XRD confirms the expansion of
interlayers after Al3+ extraction. 17
Cs Desorption by HTT with Al3+
Cs+ Saturated VB
K+ layer
Cs+ layer10.7 Å
10.1 Å
Cs+ Desorbed VB
Al+ layer
Al+ layer
14.0 Å
14.0 ÅAl+ HTT
Ion Exchange
Cs+ substitution by Al3+
150 oC
K+ substitution by Al3+
250 oC0.01M
0.1M
18
Cs Desorption for Actual Contaminated Soil
0 20 40 60 800
100
200
300
400
5 10 150
100
200
300
Q
Q,B
Inte
nsity
(arb
uni
t)
2θ/ o (CuKα)
Contaminated Soil (<2 mm) Contaminated Soil (<75 µm) Non-Cs Soil (<2 mm) Non-Cs Soil (<75 µm)
QQQQ
BBVV
10.1Å14.3Å
12.5o
VBV
8.9o6.3o
VBV
HTT: 0.5g/50ml, 30 min
Actual contaminated soil is samplednear a gutter inlet in Tokaimura,Ibaraki Prefecture.
XRD confirms the existence of weathered micaceous clay in soil.
Radioactivity: 15,500 Bq/kg
19
Cs Desorption from Radioactive Fukushima Soil
HTT with 0.5 M Mg2+ at 60 oC is not useful for Cs desorption. Decomposition of Cs-sorbed organic material releases 25% of Cs. Cs desorption is significant enhanced by HTT with Mg2+ at 250 oC. M3+ (Fe3+/Al3+ ) cations indeed desorb more Cs than M2+ (Mg2+).
0
20
40
60
80
100
60 oC
0.50
Deso
rptio
n ra
tio (%
)
Mg2+ Concentration (M)
HTT 250oC 1st time 2nd time 3rd time
0.5
250 oC
250 oC
0
20
40
60
80
100
Deso
rptio
n ra
tio (%
)
Cations (0.5M)AlCl3FeCl3MgCl2
78 83 86
20
60 oC
Mechanism Discussion
① Before Cs+ adsorption, Mg2+ and K+ originally occupy the interlayers② During Cs+ adsorption, Cs+ gradually replace Mg2+ in frayed edge sites.③ Edge of interlayer region collapsed and Cs diffused into deeper region④ By HTT, M2+/M3+ expanded collapsed layer again and readily replace Cs+. 21
Summary and Conclusion
1. Cs+ is successfully fixed in collapsed interlayers bysaturation sorption to simulate its tight fixation on FES ofclay mineral into soil.
2. Higher temp can significant enhance M2+/3+ to desorb Cs+
from collapsed interlayer regions of clay minerals.
3. Mechanism underlying the desorption process of Cs bydivalent cations and the applicability of the hydrothermaltreatment to remove trace amounts of Cs from actualradioactive soil are clarified.
22
THANK YOU FOR YOUR ATTENTION!
23