| Literature DB >> 26758649 |
Feihong Wang1, Hongpeng Li1, Qi Liu1, Zhanshuang Li1, Rumin Li1, Hongsen Zhang1, Lianhe Liu2, G A Emelchenko3, Jun Wang1,2.
Abstract
The efficient development of selective materials for the recovery of uranium from nuclear waste and seawater is necessary for their potential application in nuclear fuel and the mitigation of nuclear pollution. In this work, a graphene oxide/amidoxime hydrogel (AGH) exhibits a promising adsorption performance for uranium from various aqueous solutions, including simulated seawater. We show high adsorption capacities (Qm = 398.4 mg g(-1)) and high % removals at ppm or ppb levels in aqueous solutions for uranium species. In the presence of high concentrations of competitive ions such as Mg(2+), Ca(2+), Ba(2+) and Sr(2+), AGH displays an enhanced selectivity for uranium. For low uranium concentrations in simulated seawater, AGH binds uranium efficiently and selectively. The results presented here reveal that the AGH is a potential adsorbent for remediating nuclear industrial effluent and adsorbing uranium from seawater.Entities:
Year: 2016 PMID: 26758649 PMCID: PMC4725816 DOI: 10.1038/srep19367
Source DB: PubMed Journal: Sci Rep ISSN: 2045-2322 Impact factor: 4.379
Figure 1SEM images of (a,b) AGH, (c) TEM image of AGH, (d) XRD patterns of GO and AGH.
Figure 2FT-IR spectra of AO-IDAN, GO AGH and AGH after adsorption of uranium.
Figure 3XPS spectra of (a) AGH and AGH after uranium adsorption; (b–d) high-resolution XPS spectra of C1s, N1s and O1s; (e) U4f7/2 and U4f5/2 spectra.
Figure 4Effect of pH on the adsorption of uranium (VI) by AGH.
Temperature 25 °C; amount of AGH 0.01 g; initial uranium concentration 100 mg L−1; volume of solution 20 mL.
Figure 5(a) Effect of contact time on uranium (VI) adsorption. (b) pseudo-second-order model for the adsorption of uranium (VI) on AGH. (c) Adsorption isotherm of AGH for uranium (VI). (d) Langmuir model for the adsorption of uranium (VI) by AGH.
Selected results for the extraction of uranyl ions from simulated seawater.
| V:m (mL/g) | U concentration (ppb) | %Removal | |
|---|---|---|---|
| initial | final | ||
| 1000 | 102.77 | 1.57 | 98.47 |
| 1000 | 57.28 | 0.52 | 99.10 |
| 1000 | 3.71 | 0.05 | 98.65 |
| 2000 | 57.28 | 1.93 | 96.63 |
| 2000 | 3.71 | 0.62 | 83.29 |