Authors
Zhou Liang, Peng Jiahui, You Min, Yue Jianing, Fu XiaoBin, Shen Miao, Bian Hongtao, Qian Yuan
Published in
The journal of physical chemistry. B. Oct 18, 2025. Epub Oct 18, 2025.
Abstract
Salt-concentration effects on the structural dynamics of aqueous beryllium fluoride (BeF2) must be elucidated to advance the separation and dehydration processes. This study systematically investigates BeF2-solution concentration-dependent structures and dynamics using nuclear magnetic resonance and ultrafast spectroscopy. Be2+ primarily exists as the tetrahedral complex [BeF2(H2O)2] in a BeF2 solution, with small [BeF(H2O)3]+ and [BeF3(H2O)]- complex contents. At BeF2 concentrations exceeding 8.3 mol %, an extended Be-F network becomes prominent. Fourier transform infrared spectroscopy with a thiocyanate (SCN-) vibrational probe reveals two SCN- peaks: a bulk-water-associated peak and a Be2+-coordinated peak from the SCN- substitution in [BeFx(H2O)4-x] complexes. The Be2+ peak full width at half-maximum exhibits nonlinear broadening at concentrations exceeding 8.3 mol %, consistent with network formation. Polarization-selective pump-probe measurements demonstrate that increased salt concentration accelerates vibrational energy relaxation and suppresses rotational diffusion. The rotational diffusion time is related to the macroscopic viscosity via the Stokes-Einstein-Debye model. The Be-F complexes cause non-Newtonian behavior of the BeF2-solution viscosity. At concentrations exceeding 8.3 mol %, the formed network structures exponentially increase the viscosity, negating the classical Jones-Dole model. These macroscopic viscosity changes can be explained microstructurally. A coherent molecular mechanism linking the microscopic coordination structure to macroscopic transport properties is established.
PMID:
41108630
Bibliographic data and abstract were imported from PubMed on 19 Oct 2025.
Read full publication at:
Please sign in
to see all details.
Advertisement
Stats
- Recommendations n/a n/a positive of 0 vote(s)
- Views 31
- Comments 0