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Uranium Adsorption Tests of AO-UHMWPE fibers in Simulated Seawater and Natural Coastal Marine Seawater from Different Locations Changjian LING, Xiyan LIU, Xiaojuan Yang, Jiangtao Hu, Rong Li, Li-Juan Pang, Hongjuan Ma, Jingye Li, Guozhong Wu, Shuimiao Lu, and Deli Wang Ind. Eng. Chem. Res., Just Accepted Manuscript • DOI: 10.1021/acs.iecr.6b04181 • Publication Date (Web): 05 Jan 2017 Downloaded from http://pubs.acs.org on January 11, 2017
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Uranium Adsorption Tests of AO-UHMWPE fibers in Simulated Seawater and Natural Coastal Marine Seawater from Different Locations
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Changjian Ling,†XiyanLiu,†Xiaojuan Yang,†Jiangtao Hu,†Rong Li,†Lijuan Pang,†,‡Hongjuan
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Ma,*,†Jingye Li,*,†Guozhong Wu,*,†Shuimiao Lu,†‡ and Deli Wang†‡
1 2
6 7
†
8
‡
9
†‡
Shanghai Institute of Applied Physics, Chinese Academy of Sciences, No. 2019 Jialuo Road, Jiading District, Shanghai201800, P. R. China University of Chinese Academy of Sciences, Beijing 100049, P. R. China State key Laboratory of Marine Environmental Science, Xiamen University, Xiamen 361005, P.
10
R. China
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ABSTRACT: Uranium recovery from seawater was investigated in simulated seawater in
12
laboratory and natural seawater at the coasts of China with different amidoxime-based (AO)
13
ultrahigh-molecular-weight polyethylene (UHMWPE) fibers. The capacities of adsorbents AO-
14
UHMWPE-1 and -2 were 4.54 and 2.41 mg U/g-adsorbent, respectively, after 24 h adsorption in
15
the simulated seawater with 330 ppb U. Their capacities were 2.93 and 1.95 mg U/g-adsorbent,
16
respectively, after 42 days of adsorption in simulated seawater flow-through experiment with 3.3
17
ppb U. While, because of sediment and marine organisms contamination, the capacities were 0.25
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and 0.04 mg U/g-adsorbent, respectively, after 68 days of adsorption in natural seawater in
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Xiamen. Capacity of AO-UHMWPE-7 was 1.41 mg U/g-adsorbent after 15 days adsorption in
20
natural seawater in Daishan. The average capacity of AO-UHMWPE-7 was 1.50 mg U/g-
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adsorbent which was18 times higher than that for V after 15 days adsorption in natural seawater
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in Daishan. Results indicated that there were many factors affect adsorption capacity of uranium.
23
Besides the character of adsorbent including degree of grafting, functional group density and AO
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conversion ratio, the marine hydrological conditions such as temperature, flow velocity, turbidity
25
et al. are also crucially important for uranium extraction from seawater.
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1. INTRODUCTION
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As the rapid development of nuclear power proceeds, the demand for uranium fuel will
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increase. The total amount of uranium in seawater is estimated at 4.5 billion tons, approximately
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1000 times that in terrestrial mines.1 Uranium extraction from seawater can provide a sustainable
30
supplying fuel for nuclear power plants.2 However, the ultralow uranium concentration of 3.3
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ppb uranium in seawater make the recovery a great challenge.3
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Many approaches have been investigated in the past decades to exploit uranium from seawater,
33
including flotation, ion exchange, and solvent extraction.4-8 Adsorption has received considerable
34
attention since the 1960s as a highly efficient, and the most promising approach for extracting
35
uranium from seawater owing to its potential advantages such as moderate operating, cost
36
efficiency, and low-emission.1,
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adsorption performance in laboratory with artificial seawater. Carboni et al.14-18 investigated the
38
uranium adsorption behavior of a series of functionalized mesoporous carbon materials in both
39
acidic water (pH 4) and artificial seawater (pH 8.2), and reported a maximum sorption capacity
40
of 97 mg U/g-adsorbent in acidic water and 67 mg U/g-adsorbent in artificial seawater. Liu et
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al.15 studied the adsorption behavior of the uranyl ion at low initial concentrations of 3–50 ppb
42
on polyethylene(PE)-g-polyamidoxime (PAO) nonwoven fabric in simulated seawater (pH7.5),
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and found that the adsorption capacity increased with the increase in initial uranyl ion
44
concentration. Zeng et al.16 studied the adsorption performance of an amidoxime-based
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cationically charged fibrous adsorbent in synthetic seawater at pH 8.0 and 298.15 K. The results
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indicated that the sorption could reach equilibrium with a capacity of 119.76 mg U/g-adsorbent,
9-13
Previous studies have been mainly devoted to improve
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which demonstrated that the cationically charged fabric was a potential promising adsorbent for
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uranium extraction from seawater.
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Nevertheless, adsorption performances of adsorbents in laboratory studies with simulated
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seawater are not necessarily consistent with studies in natural seawater. Capacities of adsorbents
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in simulated seawater could reach hundreds mg U/g-adsorbent as initial concentration of uranium
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was much higher than 3.3 ppb.19-23 In the early days, the Japan Atomic Energy Research Institute
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(JAERI) had carried out two types of marine experiments with amidoxime-based fibers prepared
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by radiation-induced grafting polymerization: (1) uranium collection system using amidoxime
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adsorbent stacks; (2) uranium collection system using amidoxime braid adsorbent. The stack
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adsorption system involved a floating frame stabilized with ropes and adsorption beds for
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assembling adsorbent sheets, and uranium collection experiments with adsorbent stacks were
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performed in the Aomori prefecture of Japan from 1999 to 2001. After a total submersion time of
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240 days in the ocean, approximately one kilogram of uranium in the form of yellow cake was
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collected by the stack system. Despite some achievements, researchers found that serious
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biofouling and the high collecting cost were major problems with the stack adsorption form. 24, 25
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Thus, the braid collection system was developed and adsorption test were carried out in the
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Okinawa area of Japan. The adsorption ability of the braid system was approximately two times
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higher than that of the stack form.26,27 Recently several countries have conducted marine tests
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with natural seawater. The Marine Sciences Laboratory (MSL) of the Pacific Northwest National
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Laboratory (PNNL) has been estimating the uranium adsorption performance of adsorbents with
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natural seawater from Sequim Bay. WA. Kim et al. conducted column experiments at the MSL
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using an amidoxime-based polymeric adsorbent developed at the Oak Ridge National Laboratory,
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and the maximum uranium uptake from seawater was 3.3 mg U/g-adsorbent after eight weeks
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contact with filtered seawater.24 Alexandratos et al. studied the adsorption by different fibers in
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natural seawater at PNNL for 20.8 days, and the results showed that the adsorption capacities of
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the fibers were much lower than that in simulated seawater.28 However, investigations on the
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adsorption performances of adsorbents in natural seawater are still rare.
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In this work, uranium recovery was investigated not only in simulated seawater in the lab but
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also in natural seawater at coastal marine of China. Different amidoxime-based (AO) ultrahigh-
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molecular-weight polyethylene (UHMWPE) fibers were used to investigate the adsorption
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behavior of the uranyl ion. The adsorption performances of adsorbents in laboratory studies with
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simulated seawater and with natural coastal marine seawater were compared. The adsorption
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capacities for uranyl and other competing ions (V, Fe, Co, Ni, Cu, Zn, Pb, Mg, and Ca) were
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studied in different adsorption systems. In addition, the adsorption selectivity for uranyl ions (U)
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over vanadyl ions (V) of the materials was studied.
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2. MATERIALS AND METHODS
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2.1. Materials and Preparation of AO-UHMWPE Fibers.
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The UHMWPE fiber of 3.6 denier TYZ Safetex FT-103 provided by Beijing Tongyizhong
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Specialty Fiber Technology & Development Co., Ltd. was used as a substrate material for pre-
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irradiation-induced graft polymerization. Chemical pure grade of acrylonitrile (AN), analytical
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purity of acrylic acid (AA) and other chemical reagents were purchased from Sinopharm
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Chemical Reagent Co., Ltd. Baysalt was obtained from the salt fields in Qingdao in the
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Shandong province of China. The 1000 ppm standard solutions of uranium and other competing
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ions were purchased from SPEX Certi Prep, Inc.
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The AO functional UHMWPE fiber adsorbents (AO-UHMWPE) were prepared by pre-
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irradiation-induced copolymerization. UHMWPE fiber was pre-irradiated in air by γ-ray at room
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temperature. Then, the fibers were put into flasks filling with solution of AN, AA and DMF, and
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2.6×10−4 mol/L Mohr’s salt. The graft reaction was performed in a water bath after bubbling with
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nitrogen gas for 20 min to remove oxygen in the solution. Subsequently, the grafted fibers were
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washed with DMF to remove homopolymer and residual monomers, and were dried by a vacuum
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oven at 60 oC. The grafting conditions of different AO-UHMWPE fibers are listed in Table 1.
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Degree of grafting (Dg) was defined as follows:
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Dg (%) =
(𝑚𝑖−𝑚0)∗100
(1)
𝑚0
100
where, m0 is the initial weight of substrate UHMWPE fiber and mi is the weight of fabricated
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UHMWPE-g-P(AN-co-AA) fiber after graft polymerization.
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Then, 5wt% NH2OH solution was prepared using a bicomponent solvent composed of de-
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ionized water (50vol%) and DMSO (50vol%). pH of the solution was approximately adjusted with
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anhydrous Na2CO3. The fabricated UHMWPE-g-P(AN-co-AA) fibers were put into the NH2OH
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solution at 70 oC for converting the -CN groups into AO groups. After amidoximation, the
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UHMWPE-g-P(AO-co-AA) fibers were washed with deionized water to remove the unreacted
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NH2OH and were dried in vacuum oven at 60 °C. The amidoximation conditions of different
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AO-UHMWPE fibers are listed in Table 1.The reaction mechanism and the details of the
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preparation process were given in a previous paper.25, 29
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AO density of UHMWPE-g-P(AO-co-AA) fiber was calculated using the following equation:
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AO Density (mmol/g) =
(𝑊𝑖−𝑊0)∗1000 33𝑊𝑖
(2)
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where, W0 and Wi are the weights of fiber before and after amidoximation, 33 is the molecular
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weight of AO group (-CNH2N-OH) subtract the molecular weight of nitrile group (-CN).
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Table 1. Preparation Conditions of AO-UHMWPE Fibers Reaction Condition
AO-UHMWPE Fiber
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-1
-2
-3
-4
-5
-6
-7
Absorbed Dose (kGy)
100
100
50
50
50
50
50
AN (vol%)
48
48
48
32
64
48
48
AA (vol%)
12
12
32
48
16
12
12
DMF (vol%)
40
40
20
20
20
40
40
Grafting Tempreture (oC)
70
70
65
65
65
70
70
Grafting Time (h)
5
6
6
6
6
3
4
Dg (%)
360
450
69
127
87
131
200
Amidoximation Tempreture (oC)
70
70
70
70
70
70
70
Amidoximation Time (h)
2
2
4
4
6
3
5
Amidoximation pH
6.7
6.7
6.7
6.7
6.7
6.7
7.0
AO Density (mmol/g)
5.9
7.4
3.8
4.3
5.1
3.3
7.0
115 116
2.2. Adsorption Methods
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2.2.1. Laboratory Adsorption Experiment
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Batch adsorption experiments and flow-through adsorption experiments were carried out in the
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laboratory with simulated seawater. Batch adsorption experiments were performed in 5 L plastic
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tanks of simulated seawater, which was obtained by dissolving a certain weight of sea salt in
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deionized water to produce a salinity of 35 practical salinity units (psu). Then the standard
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solutions of uranium and competing ions were added to produce an initial concentration of 100
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times higher than that in natural seawater (Table 2). The pH value was adjusted to 8.1 by adding
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a certain amount of Na2CO3. Approximately 0.2 g of dried adsorbents was placed and freely
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suspended in the each plastic tank. Batch adsorption experiments were performed at room
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temperature (∼25 °C) for 24 h on a rotary shaker with a shaking rate of 100 rpm.
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Flow-through adsorption experiments were conducted in a lab-scale simulated seawater
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adsorption system with a maximum volumetric flow rate of 1.5 m3/day. The simulated seawater
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was prepared as described in a previous paper.25 The concentrations of various elements are
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listed in Table 2. It was found that the concentrations of Fe, Co, Cu, Zn, and Pb were higher than
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those in natural seawater owing to contamination of the sea salt obtained. Sample adsorption was
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conducted in the system for 1, 4, 7, 10, 15, 20, 27, 34, and 42 days at 25 ±2°C with a flow rate of
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20 ±2 mL/min.
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Table 2. Concentrations of Various Elements in the Batch, Flow-Through, and Marine Adsorption Experiments Element
Typical seawater conc. (ppb)
Conc. in simulated seawater in batch test system (ppb)
Conc. in simulated seawater in flow-through test system (ppb)
Conc. in seawater at Xiamen (ppb)
Conc. in seawater at Daishan (ppb)
Conc. in seawater at Raoping (ppb)
U
3.3
331
3.6
4.0
2.6
3.1
V
1.5–2.5
150
1.9
0.5
2.9
2.0
Fe
1.0–2.0
141
40.6
14.5
\
48.1
Co
0.05
5.3
0.3
0.02
\
0.06
Ni
1
101
1.1
0.3
\
0.5
Cu
0.6
65.4
5.4
0.1
\
1.2
Zn
4
408
8.2
0.9
\
21.6
Pb
0.03
3.5
31.6
0.07
\
0.7
Mg
1.3×106
1.2×105
1.2×105
0.6×105
\
\
Ca
0.4×106
0.6×105
0.6×105
0.2×105
\
\
136 137
2.2.2. Marine Adsorption Experiment
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Three coastal marine of China, Xiamen, Daishan and Raoping, were selected to evaluate the
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performance of the adsorbents in this study (Figure 1).
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Figure 1. Sites of the three adsorption experiments conducted in coastal marine of China (from
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Google Maps).
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The Xiamen adsorption platform was located along the Taiwan Strait (118.09°E, 24.43°N), a
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buoy platform of the State Key Laboratory of Marine Environmental Science (Figure 2a). The
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platform was about 500 m from the coast. Adsorbents were strapped and immersed in seawater,
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about 3 m below the water surface (Figure 3a). The salinity of the seawater was 31 psu and the
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flow velocity was 0.2–0.6 m/s. The pH value of the seawater was 7.5–7.9. The adsorption test in
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this study was carried out at an average seawater temperature of 21.4 °C. All metal ion
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concentrations in the seawater sample are listed in Table 2.
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The Daishan adsorption platform was located in the East China Sea (122.17°E, 30.25°N) in
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Daishan Lvyuan Desalination Co., Ltd. (Figure 2b). Adsorbents were strapped and immersed in
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the reservoir about 1 m below the water surface for 15 days (Figure 3b). The salinity of the
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seawater was 27 psu and the flow velocity was 0.5 m/s. The adsorption test in this study was
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carried out at an average seawater temperature of 25.5 °C. The concentrations of uranium and
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vanadium in the seawater sample are listed in Table 2.
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The Raoping adsorption platform was located in South China Sea (117.08°E, 23.58°N) in
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Guangdong Zhongkebao Biotechnology Co., Ltd. (Figure 2c). Seawater was pumped to the
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underground impounding reservoir. The salinity of the seawater was 35 psu. The adsorption test
158
in this study was carried out at an average seawater temperature of 17.1 °C. Adsorbents were
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strapped and immersed in the reservoir. The seawater in the reservoir was almost static with a
160
very low flow velocity of lower than 0.01 m/s. The concentrations of elements in the seawater
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are shown in Table 2. The analysis of trace elements in simulated seawater samples and natural
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seawater was reported in a previous paper 25.
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Figure 2. Photos of the three coastal marine adsorption platforms: (a) Xiamen adsorption
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platform, (b) Daishan adsorption platform, and (c) Raoping adsorption platform.
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Figure 3. Placement of adsorbents in the seawater atthe different marine locations: (a)Xiamen
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adsorption platform, (b) Daishan adsorption platform, and (c) Raoping adsorption platform.
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2.3. Sample Analysis
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Adsorbents were washed with deionized water to remove contaminants and dried in a vacuum
169
oven at 60 °C for 12 h. Analyses of uranium and other competing elements were performed
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using a digestion method. Additional details of the analysis process for the trace elements were
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reported in a previous paper.25
172 173
The amount of uranium and other competing ions adsorbed in adsorbents was calculated using the following equation:
174
Q=
𝐶𝑉
(3)
𝑊
175
where, Q (mg/g) is the amount of uranyl and other competing ions adsorbed in adsorbents, C
176
(mg/L) is ion concentration in digestion solution , V (L) is the volume of digestion solution, and
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W (g) is the weight of the dried AO-UHMWPE fiber used in the digestion process.
178 179 180
The adsorption rate of uranium in the flow-through adsorption test was calculated using the following equation: R (%) =
𝑄𝑚 𝐶𝑉
(4)
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where, C (mg/L) is the uranium concentration in flow-through simulated seawater, V (L) is the
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flow-through simulated seawater volume, Q (mg/g) is the amount of U adsorbed onto the AO-
183
UHMWPE fibers, and m(g) is the weight of the dried AO-UHMWPE fiber packed in the column.
184 185
3. RESULTS AND DISCUSSION
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3.1. Adsorption Capacity and Adsorption Kinetics from Laboratory Studies
187
3.1.1. Batch Adsorption Experiment
188
The fiber samples (AO-UHMWPE-1–5) were tested in simulated seawater in the batch test
189
system. The adsorption capacities for uranium and other competing ions, which were calculated
190
using eq 3 are shown in Table 3.
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Table 3. Adsorption Capacities for Uranium and Other Elements in Batch Test System Sample
Adsorption capacity (mg/g-adsorbent) U
V
Fe
Co
Ni
Cu
Zn
Pb
Mg
Ca
AO-UHMWPE-1
4.54
2.14
0.54
0.10
1.71
0.78
28.4
0.39
6.51
4.50
AO-UHMWPE-2
2.41
1.44
0.57
0.08
1.52
0.59
27.19
0.33
8.04
6.37
AO-UHMWPE-3
8.14
3.67
3.03
0.15
2.58
1.37
10.05
0.99
11.62
11.50
AO-UHMWPE-4
7.10
3.22
2.40
0.10
1.53
0.96
6.92
0.82
12.38
11.38
AO-UHMWPE-5
3.69
1.97
3.33
0.07
0.94
0.73
3.76
0.48
13.59
14.98
192 193
As it was shown in Table 3 that the uranium adsorption capacities of all five fiber samples
194
could reach relatively high values from 2.41 to 8.14 mg/g-adsorbent in 24 h. Because
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concentrations of U and other seven metal ions (V, Fe, Co, Ni, Cu, Zn and Pb) in the simulated
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seawater were 100 times higher than that in natural seawater. The capacities for uranium were
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lower than zinc, magnesium, and cadmium ions in this simulated seawater. A possible reason
198
was that the concentrations of zinc, magnesium, and cadmium ions were higher than that of
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uranyl ions in simulated seawater, while the concentrations of other competing ions (V, Fe, Co,
200
Ni, Cu, and Pb) were lower. Vanadium was considered the most important competing ion during
201
the extraction of uranium, as the elution of vanadium required a very high concentration of acid,
202
which would damage the adsorbents. Results from the five adsorbents in Table 3 showed that the
203
capacities for uranium were all higher than those for vanadium. The adsorbents in order of
204
descending Quranium were AO-UHMWPE-3 > AO-UHMWPE-4 > AO-UHMWPE-1 > AO-
205
UHMWPE-5 > AO-UHMWPE-2, and this was in good agreement with the order for Qvanadium.
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3.1.2. Flow-Through Adsorption Experiment
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Flow-through adsorption test of AO-UHMWPE-1 and AO-UHMWPE-2 were conducted in
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simulated seawater for different exposure times. The adsorption capacities for uranium and other
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competing ions obtained using flow-through column testing after 42 days of adsorption are listed
210
in Table 4. Results for the two samples at other exposure times are shown in Table S1 and Table
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S2, respectively. The adsorption capacities of uranium and adsorption kinetics are given in
212
Figure 4.
213
Table 4. Adsorption Capacities in Flow-Through Test System after 42 Days of Adsorption Sample
Adsorption capacity (mg/g-adsorbent) U
V
Fe
Co
Ni
Cu
Zn
Pb
Mg
Ca
AO-UHMWPE-1
2.93
1.32
0.77
0.02
0.22
0.81
0.52
31.1
6.14
7.32
AO-UHMWPE-2
1.95
0.84
0.56
0.01
0.2
0.55
0.65
34.7
5.63
6.52
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Figure 4. Time-series measurements of the (a) adsorption capacities and (b) adsorption rates of
216
AO-UHMWPE-1 and AO-UHMWPE-2.
217
It was shown that the adsorption capacities of AO-UHMWPE-1 and AO-UHMWPE-2
218
increased almost linearly with the extension of adsorption time, and maximal adsorption
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capacities of 2.93 and 1.95 mg/g-adsorbent, respectively, were obtained within 42 days. The
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results showed that the adsorption capacities did not reach adsorption saturation. The adsorption
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capacities for lead, magnesium, and cadmium ions were higher than that for uranium ions in
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simulated seawater, while the capacities for other ions were lower. Moreover, the adsorption
223
capacity for lead was not expected to be so much higher than those for other ions, because the
224
concentration of lead in the flow-through system was far higher than typical seawater
225
concentrations (Table 2). Results from Figure 4 show that the capacity for uranium of AO-
226
UHMWPE-1 was higher than that of AO-UHMWPE-2, which was in good agreement with the
227
results in Table 3 from the batch adsorption experiment.
228
Flow-through adsorption experiments were conducted in a sustaining uranium solution with a
229
concentration of 3.3 ppb. The adsorption rates were calculated from eq. 4 and the results are
230
shown in Figure 4. For AO-UHMWPE-1, the adsorption rate was 35.0% at the beginning of
231
adsorption and decreased sharply to 26.6% after four days. The adsorption rate was only 15.6%
232
after 42 days. AO-UHMWPE-2 was less efficient than AO-UHMWPE-1. The adsorption rate
233
was 26.5% at the beginning of adsorption and decreased sharply to 19.7% after four days. The
234
adsorption rate was only 10.7% after 42 days.
235
3.2. Adsorbent Testing at Different Coastal Marine
236
Marine testing was conducted at three coastal: Xiamen, Daishan, and Raoping adsorption
237
platforms. These efforts were undertaken to compare the adsorption performances of adsorbents
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in laboratory studies with simulated seawater and with natural seawater, and to examine the
239
differences among the three coastal marine locations. The adsorption capacities for uranium and
240
other competing ions at the three marine locations are shown in Table 5.
241 242
Table 5. Adsorption Capacities of Different AO-UHMWPE Adsorbents at Three Marine Locations Sample Marine Time Adsorption capacity (mg/g-adsorbent) location (days) U V Fe Co Ni Cu Zn Pb Mg Ca -1
Xiamen
68
0.25
0.88 3.31
0.07 0.64
0.14
0.25 0.04 14.67 11.43
-2
Xiamen
68
0.04
0.39 1.69
0.04 0.34
0.19
0.21 0.04 14.32 13.45
-3
Xiamen
110
0.50
2.45 8.14
0.23 0.36
0.27
0.54 0.09 18.76 24.50
-4
Xiamen
110
0.77
3.26 9.16
0.24 0.08
0.34
0.17 0.06 27.59 23.33
-5
Xiamen
73
0.33
2.02 7.05
0.06 0.01
0.22
0.06 0.01 20.23 33.27
-6
Daishan
15
0.05
0.04 2.04
0.01 0.22
0.35
0.73 0.02 8.34
11.94
-7
Daishan
15
1.41
0.05 11.35 0.09 0.95
0.73
0.61 0.03 2.95
18.62
-5
Raoping 101
0.44
0.51 1.95
0.00 0.00
0.06
0.14 0.00 37.67 28.74
-7
Raoping 72
0.18
0.30 1.34
0.00 0.06
0.07
0.19 0.00 31.27 24.09
243 244
Table 5 shows that the uranium adsorption capacities of the five fiber samples (AO-
245
UHMWPE-1–5) were 0.04–0.77 mg U/g-adsorbent, which were considerably lower than those
246
from the laboratory studies with simulated seawater as shown in Tables 3 and 4. The most
247
important reason for this adsorption difference might be that simulated seawater contains no
248
sediment and marine life. All marine adsorption tests in this study were carried out in the open
249
sea. Adsorbents were seriously contaminated by sediment and microorganisms once immersed in
250
seawater. The results of biofouling are shown in section 3.4. The adsorption performances for the
251
competing ions in the marine adsorption experiments and the laboratory adsorption experiments
252
were also significantly different. The adsorption capacities for zinc and lead from marine testing
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with natural seawater were much lower than those in simulated seawater, especially in the batch
254
test system for zinc ions and in the flow-through test system for lead ions. The adsorption
255
capacities for magnesium and cadmium in natural seawater were higher than those in laboratory
256
simulated seawater. The adsorption capacities for iron were unexpectedly higher than those
257
obtained from the other two testing systems, likely because of offshore iron contamination. The
258
adsorption capacities for vanadium, copper, cobalt, and nickel ions from marine testing with
259
natural seawater were similar to those from laboratory studies with simulated seawater.
260
The adsorbents in descending order of Quranium were AO-UHMWPE-4 > AO-UHMWPE-3 >
261
AO-UHMWPE-5 > AO-UHMWPE-1 > AO-UHMWPE-2. This was in good agreement with the
262
orders for Qvanadium and Qiron. Although the order was different from that in the batch adsorption
263
experiment, AO-UHMWPE-3 and AO-UHMWPE-4 showed the highest capacities and AO-
264
UHMWPE-2 showed the lowest in both the batch adsorption experiment and natural seawater
265
adsorption experiment. The results indicated that laboratory simulated seawater adsorption
266
testing was only suitable for primary screening of large numbers of adsorbents. The capacities
267
obtained using laboratory simulated seawater were not the true capacities of the adsorbents, and
268
the real natural seawater adsorption experiment must be carried out to estimate the adsorption
269
performances of adsorbents.
270
AO-UHMWPE-5 was tested in Xiamen for 73 days and in Raoping for 101 days. The
271
capacities for uranium were 0.33 and 0.44 mg U/g-adsorbent, respectively. However, the
272
capacities for vanadium were 2.02 and 0.51 mg V/g-adsorbent, respectively. Capacity of
273
vanadium was higher than that of uranium. Difference from Xiaman and Raoping was
274
considerable and was in conflict with the contact time. The average seawater temperature during
275
our adsorption test in Xiaman was 21.4 °C, which was higher than that of Raoping (17.1°C).
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Flow velocity of seawater in Xiaman was 0.2-0.6 m/s more than 10 times higher than that in
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Raoping. These suggest temperature and flow velocity had great effect on the adsorption of
278
vanadium rather than uranium for AO-UHMWPE-5.
279
AO-UHMWPE-7 was tested in Daishan for 15 days and in Raoping for 72 days. The capacities
280
for uranium were 1.41 and 0.18 mg U/g-adsorbent, respectively. And the capacities for vanadium
281
were 0.05 and 0.30mg V/g-adsorbent, respectively. It was noteworthy that the adsorption
282
capacity of 1.41 mg U/g-adsorbent of the AO-UHMWPE-7 fiber was the highest in this study.
283
There is no essential difference between these adsorbents as all our adsorbents were prepared by
284
radiation induced graft polymerization and followed by amidoximation. However, there are
285
many factors affect the adsorption capacity such as Dg, function group density and AN
286
conversion ratio et al. From our precious study we found Dg was an important factor as generally
287
high Dg would result in high function group density. However, too much Dg (Dg >200%) is not
288
always good for adsorption. From our previous study we learned that amidoximation resulted in
289
gelatinization of the fibers. Gelatinization might hinder the diffusion of uranyl ions into the
290
interior of the fibers.
291
AO density of 7.0 mmol/g and an adequate Dg of 200%. This might be one of the reasons why it
292
exhibited higher adsorption capacity. However, there were still many parameters affect on the
293
adsorption capacity of uranium. Besides the material itself the marine hydrological condition
294
such as temperature, flow velocity, turbidity et al. also affect much on the adsorption capacity.
295
The average seawater temperature during adsorption test was 25.5 °C, which was higher than in
296
Xiaman and Raoping. What’s more Daishan Desalination Company could provide a steady and
297
high flow velocity of 0.5 m/s. Two other parallel experiments at the Daishan adsorption platform
298
were carried out for UHMWPE-7 fiber, and the results are shown in Figure 5. The capacities
11
Compared with other AO-UHMWPE fiber, AO-UHMWPE-7 has high
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were 1.01 and 2.07 mg U/g-adsorbent after 15 days of adsorption. The average capacity for U
300
was 1.50 mg U/g-adsorbent. A huge difference from 1.01 and 2.07 mg U/g-adsorbent of the
301
same AO-UHMWPE-7 fiber indicated that the uniformity and stability of the materials should be
302
improved. After adsorption, the top three metal ions in AO-UHMWPE-7 were magnesium,
303
cadmium, and iron, for which the capacities were approximately 2–10 times higher than that for
304
uranium. The concentrations of magnesium and cadmium in natural seawater were 106 times
305
higher than that of uranium, which resulted in their inevitable adsorption. The iron concentration
306
in the natural seawater at this location is also approximately 100 times higher than that of
307
uranium because of human activities, which was the reason why capacities for iron were higher
308
than those for uranium. Apart from these three metal ions, the capacity for uranium was the
309
highest. The short contact time of 15 days resulted in a relatively high capacity for uranium and
310
very low capacity for vanadium, which suggested that the Daishan adsorption platform was very
311
appropriate for uranium extraction by such adsorbents as AO-UHMWPE-7.
312
Figure 5. Adsorption capacities for uranium and other competing ions of AO-UHMWPE-7
313
obtained at Daishan adsorption platform.
314
3.3. Adsorption Selectivity
315
For the adsorption performances for uranium and other competing ions of the AO-UHMWPE
316
fibers in simulated and natural seawater, it was important to investigate the adsorption selectivity
317
for uranium over the other competing ions. Vanadium was selected as the representative
318
competing ion because it could strongly bond on amidoxime fibers and could be eluted with high
319
concentration of 0.5 mol/L hydrochloric acid.30
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The adsorption selectivities of the AO-UHMWPE fibers in natural seawater were obtained
321
from the adsorption capacities for uranyl ions (U) and vanadyl ions (V) using the following
322
equation:
323
α=
𝑄𝑢𝑟𝑎𝑛𝑖𝑢𝑚 𝑄𝑣𝑎𝑛𝑎𝑑𝑖𝑢𝑚
(5)
324
where, α is the adsorption selectivity for uranyl ions over vanadyl ions, and Quranium and Qvanadium
325
(mg/g) are the adsorption capacities for uranyl ions and vanadyl ions, respectively.
326
Generally, the adsorption selectivity for uranyl ions over vanadyl ions is high when the value
327
of α is higher than 1; a higher value of α indicates higher adsorption selectivity and a lower value
328
of α indicates lower adsorption selectivity.
329
The adsorption selectivities of the fibers at the three different marine locations are shown in
330
Figure 6. The values of α obtained at Xiamen were all lower than 1 for AO-UHMWPE-1–5. For
331
AO-UHMWPE-5, the α value obtained at Raoping was higher than that obtained at Xiamen. For
332
AO-UHMWPE-6 and AO-UHMWPE-7, the α value obtained at Daishan was higher than 1. It
333
was noteworthy that the value of α for AO-UHMWPE-7 obtained at Daishan reached 28.2, 10.0,
334
and 14.8 in the three parallel experiments, which were the highest among the adsorbents tested at
335
the three coastal marine locations. The results indicated that the AO-UHMWPE-7 fiber had the
336
great advantage of improving selectivity for uranium over vanadium. Compared with other
337
adsorbents in this manuscript, AO-UHMWPE-7 was prepared with the amidoximation solution
338
pH ≥7.0. This might be one of the reasons. As is well-known, during the amidoximation process
339
not only amidoxime group was obtained but also some cyclic imide dioxime group was obtained.
340
Some researchers believe the stronger complexing ability and higher instability of the cyclic
341
imide dioxime are probably the reason for the deteriorating performance of the
342
poly(acrylamidoximes).31 We believe there must be some factors affect the structure of
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functional group when amidoximation. However, it is still a puzzling problem and we should
344
continue to find them out.
345
Figure 6. Adsorption selectivity of fiber materials at three different marine test locations.
346
3.4. Biofouling
347
The adsorption behavior of uranium and other competing ions on the AO-UHMWPE fibers in
348
simulated and natural seawater was extremely complex.32,
33
349
factors such as temperature, pH value, ion concentrations, and water quality which includes
350
turbidity, microbial contamination, e al.34, 35 Effects from water quality was examined intuitively
351
by comparing the changes of the adsorbents after adsorption with simulated seawater and natural
352
seawater.
It could be affected by various
353
Pictures of the adsorbents after adsorption in the flow-through test system in lab and the
354
marine adsorption test are shown in Figure 7. It is obvious that the color of the fiber after
355
adsorption in the flow-through test system deepened gradually with the increase of contact time,
356
and the surface of the sample was relatively clean. The simulated seawater was filtered with
357
polypropylene membranes (10 and 100 μm) and sterilized with ultraviolet radiation before
358
flowing through the adsorption column. Accordingly, almost no microorganism contamination
359
was found in the adsorbents. Figure 7b and c shows that sediment and marine life adhered to the
360
surface of the sample after submersion in natural seawater. The results indicated that the effect of
361
biofouling was serious, and had a great effect on the diffusion of uranyl ions to the adsorbents.
362 363
Figure 7. Photos of (a) adsorbents after adsorption in flow-through test system with simulated
364
seawater and (b, c) marine adsorption test system.
365
4. CONCLUSIONS
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Recovery of uranium from seawater was investigated in simulated seawater in the laboratory
367
and natural seawater at coastal marine of China. Results showed that the adsorption capacities
368
obtained from the marine adsorption test and laboratory adsorption test were quite different. The
369
AO-UHMWPE adsorbents showed good adsorption performances in simulated seawater but
370
relatively poor adsorption performances in coastal marine seawater. Results showed that
371
simulated seawater adsorption test in lab was only suitable for screening adsorbents and was not
372
a precise method to evaluate the adsorption performance in natural seawater. Regarding uranium
373
uptake performance, experimental data indicated that an AO-UHMWPE-7 adsorbent showed a
374
maximum capacity of 2.07 mg U/g-adsorbent after 15 days in natural seawater and the average
375
capacity for U was 1.50 mg U/g-adsorbent. The variance of capacity indicated that the
376
uniformity and stability of the materials should be improved. The average capacity for U was 18
377
times higher than that for V, which represented the highest selectivity for U in seawater thus far.
378
The pH of amidoximation solution might be one of factors affect the selectivity. In the marine
379
adsorption test, the effect of biofouling was serious, and might have a great effect on the
380
diffusion of uranyl ions to the adsorbents. Results indicated that there were many factors effect
381
on adsorption capacity of uranium. Besides the character of adsorbent including degree of
382
grafting and functional group density, the marine hydrological condition such as temperature,
383
flow velocity, turbidity et al. is also crucially important. Antifouling must be considered in the
384
application to extraction of uranium from seawater.
385
ASSOCIATED CONTENT
386
Supporting Information
387
AUTHOR INFORMATION
388
Corresponding Author
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389
*E-mail:
[email protected].
390
*E-mail:
[email protected].
391
*E-mail:
[email protected].
392
Author Contributions
393
The manuscript was written through contributions of all authors. All authors have given
394
approval to the final version of the manuscript.
395
Notes
396
The authors declare no competing financial interest.
397
ACKNOWLEDGMENT
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398
We appreciate supports from the “Strategic Priority Research Program” of the Chinese
399
Academy of Sciences (Grant XDA02030200), the National Natural Science Foundation of China
400
(11305241, 11305243, 11275252, 11405249, 21306220, 21676291, 11605275) and the
401
“Knowledge Innovation Program” of Chinese Academy of Sciences (Grant KJCX2-YW-N49).
402
We appreciate the help from Daishan Lvyuan Desalination Co., Ltd., Institute of Process
403
Engineering, Chinese Academy of Sciences and Guangdong Zhongkebao Biotechnology Co.,
404
Ltd in the marine adsorption.
405
Supporting Information
406
Figure S1. ATR-FTIR spectra of UHMWPE fiber, UHMWPE-g-P(AN-co-AA) fiber, and
407
UHMWPE-g-P(AO-co-AA) fiber.
408
Table S1. Adsorption Capacities of Uranium and Other Competing Ions for Different Exposure
409
Time in AO-UHMWPE-1 Fiber Sample. Experimental Condition: 25 ± 2°C, Flow rate of 20 ± 2
410
mL/min.
411
Table S2. Adsorption Rates of Uranium at Different Exposure Time from AO-UHMWPE-1
412
Fiber Sample. Experimental Condition: 25 ±2°C, Flow rate of 20 ±2 mL/min.
413
Table S3. Adsorption Capacities of Uranium and Other Competing Ions for Different Exposure
414
Time in AO-UHMWPE-2 Fiber Sample. Experimental Condition: 25 ± 2°C, Flow rate of 20±2
415
mL/min.
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Table S4. Adsorption Rates of Uranium at Different Exposure Time from AO-UHMWPE-1
417
Fiber Sample. Experimental Condition: 25 ±2°C, Flowrate of 20 ±2 mL/min.
418
ABBREVIATIONS
419
AA, acrylic acid; AN, acrylonitrile; AO, amidoxime; JAERI, Japan Atomic Energy Research
420
Institute; MSL, Marine Sciences Laboratory; PAO, polyamidoxime; PE, polyethylene; PNNL,
421
Pacific Northwest National Laboratory; psu, practical salinity units; UHMWPE, ultrahigh-
422
molecular-weight polyethylene
423
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(12) Xie, S. Y.; Liu, X. Y.; Zhang, B. W.; Ma, H. J.; Ling, C. J.; Yu, M.; Li, L. F.; Li, J. Y., Electrospun nanofibrous adsorbents for uranium extraction from seawater. J. Mater. Chem. A. 2015, 3, 2552-2558. (13) Gunathilake, C.; Gorka, J.; Dai, S.; Jaroniec, M., Amidoxime-modified mesoporous silica for uranium adsorption under seawater conditions. J. Mater. Chem. A. 2015, 3, 11650-11659. (14) Carboni, M.; Abney, C. W.; Taylor-Pashow, K. M. L.; Vivero-Escoto, J. L.; Lin, W. B., Uranium Sorption with Functionalized Mesoporous Carbon Materials. Ind. Eng. Chem. Res. 2013, 52, 15187-15197. (15) Liu, X. Y.; Liu, H. Z.; Ma, H. J.; Cao, C. Q.; Yu, M.; Wang, Z. Q.; Deng, B.; Wang, M.; Li, J. Y., Adsorption of the Uranyl Ions on an Amidoxime-Based Polyethylene Nonwoven Fabric Prepared by Preirradiation-Induced Emulsion Graft Polymerization. Ind. Eng. Chem. Res. 2012, 51, 15089-15095. (16) Zeng, Z. H.; Wei, Y. Q.; Shen, L.; Hua, D. B., Cationically Charged Poly(amidoxime)Grafted Polypropylene Nonwoven Fabric for Potential Uranium Extraction from Seawater. Ind. Eng. Chem. Res. 2015, 54, 8699-8705. (17) Choi, S. H.; Nho, Y. C., Adsorption of UO22+ by polyethylene hollow fiber membrane with amidoxime group. J. Macromol. Sci. Pure. 2000, 37, 1053-1068. (18) Sellin, R.; Alexandratos, S. D., Polymer-Supported Primary Amines for the Recovery of Uranium from Seawater. Ind. Eng. Chem. Res. 2013, 52, 11792-11797. (19) Gill, G. A.; Kuo, L. J.; Janke, C. J.; Park, J.; Jeters, R. T.; Bonheyo, G. T.; Pan, H. B.; Wai, C.; Khangaonkar, T.; Bianucci, L.; Wood, J. R.; Warner, M. G.; Peterson, S.; Abrecht, D. G.; Mayes, R. T.; Tsouris, C.; Oyola, Y.; Strivens, J. E.; Schlafer, N. J.; Addleman, R. S.; Chouyyok, W.; Das, S.; Kim, J.; Buesseler, K.; Breier, C.; D'Alessandro, E., The Uranium from Seawater Program at the Pacific Northwest National Laboratory: Overview of Marine Testing, Adsorbent Characterization, Adsorbent Durability, Adsorbent Toxicity, and Deployment Studies. Ind. Eng. Chem. Res. 2016, 55, 4264-4277. (20) Saito, T.; Brown, S.; Chatterjee, S.; Kim, J.; Tsouris, C.; Mayes, R. T.; Kuo, L. J.; Gill, G.; Oyola, Y.; Janke, C. J.; Dai, S., Uranium recovery from seawater: development of fiber adsorbents prepared via atom-transfer radical polymerization. J. Mater. Chem. A. 2014, 2, 14674-14681. (21) Kim, J.; Oyola, Y.; Tsouris, C.; Hexel, C. R.; Mayes, R. T.; Janke, C. J.; Dai, S., Characterization of Uranium Uptake Kinetics from Seawater in Batch and Flow-Through Experiments. Ind. Eng. Chem. Res. 2013, 52, 9433-9440. (22) Wood, J. R.; Gill, G. A.; Kuo, L. J.; Strivens, J. E.; Choe, K. Y., Comparison of Analytical Methods for the Determination of Uranium in Seawater Using Inductively Coupled Plasma Mass Spectrometry. Ind. Eng. Chem. Res. 2016, 55, 4344-4350. (23) Kuo, L. J.; Janke, C. J.; Wood, J. R.; Strivens, J. E.; Das, S.; Oyola, Y.; Mayes, R. T.; Gill, G. A., Characterization and Testing of Amidoxime-Based Adsorbent Materials to Extract Uranium from Natural Seawater. Ind. Eng. Chem. Res. 2016, 55, 4285-4293. (24) Kim, J.; Tsouris, C.; Oyola, Y.; Janke, C. J.; Mayes, R. T.; Dai, S.; Gill, G.; Kuo, L.J.; Wood, J.; Choe, K.Y.; Schneider, E.; Lindner, H., Uptake of Uranium from Seawater by Amidoxime-Based Polymeric Adsorbent: Field Experiments, Modeling, and Updated Economic Assessment. Ind. Eng. Chem. Res. 2014, 53, 6076−6083. (25) Hu, J. T.; Ma, H. J.; Xing, Z.; Liu, X. Y.; Xu, L.; Li, R.; Lin, C. J.; Wang, M. H.; Li, J. Y.; Wu, G. Z., Preparation of Amidoximated Ultrahigh Molecular Weight Polyethylene Fiber by Radiation Grafting and Uranium Adsorption Test. Ind. Eng. Chem. Res. 2016, 55, 4118-4124.
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Figure 1.Sites of the three adsorption experiments conducted in coastal marine areas of China (from Google Maps). 338x190mm (96 x 96 DPI)
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Figure 2. Actual conditions of the three coastal marine locations: (a) Xiamen adsorption platform, (b) Daishan adsorption platform, and (c) Raoping adsorption platform. 338x190mm (96 x 96 DPI)
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Figure 3. Placement of AO-UHMWPE fiber samples in the seawater at the different marine locations: (a) Xiamen adsorption platform, (b) Daishan adsorption platform, and (c) Raoping adsorption platform. 338x190mm (96 x 96 DPI)
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Figure 4. Time-series measurements of the (a) adsorption capacities and (b) adsorption rates of AOUHMWPE-1 and AO-UHMWPE-2. 338x190mm (96 x 96 DPI)
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Figure 5. Adsorption capacities for uranium and other competing ions of AO-UHMWPE-7 obtained at the Daishan adsorption platform. 338x190mm (96 x 96 DPI)
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Figure 6. Adsorption selectivity of fiber materials at three different marine test locations. 338x190mm (96 x 96 DPI)
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Figure 7. Photos of (a) adsorbents after adsorption in flow-through test system with simulated seawater and (b, c) marine adsorption test system. 338x190mm (96 x 96 DPI)
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305x133mm (96 x 96 DPI)
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