Enhanced conductivity of monovalent cation exchange membranes with chitosan/PANI composite modification

RSC Advances ◽  
2015 ◽  
Vol 5 (110) ◽  
pp. 90969-90975 ◽  
Author(s):  
Jian Li ◽  
Yanqing Xu ◽  
Mengqing Hu ◽  
Jiangnan Shen ◽  
Congjie Gao ◽  
...  

The application of electrodialysis (ED) for desalination requires the use of natural seawater or river water, in which the presence of multivalent ions is inevitable.

Soil Research ◽  
1996 ◽  
Vol 34 (2) ◽  
pp. 229 ◽  
Author(s):  
RE Liefering ◽  
CDA Mclay

Disposal of strongly alkaline industrial liquid wastes, which contain large monovalent cation concentrations, by means of land treatment systems is becoming increasingly common. This study investigated the effects of solutions with large monovalent cation concentrations and high pH on cation exchange properties in four New Zealand soils with different clay mineralogies. The soils were shaken with a range of concentrations (0–0.3 M) of NaOH, KOH, NaCl, and KCl. Cation exchange capacity (CEC) and exchangeable cations (Ca2+, Mg2+, K+, and Na+) were measured following shaking and washing procedures. Although the hydroxide solutions dissolved significant amounts of organic matter from all soils, there was still a net increase in CEC measured at all hydroxide concentrations. The magnitude of the CEC increase was dependent on hydroxide concentration. The increase in CEC is attributed to newly generated negative charge on surfaces which possess variable charge (i.e. pH dependent) characteristics such as edge sites of clay minerals, sesquioxides, and the undissolved organic matter remaining in the soil. In contrast to hydroxide solutions, no increase in CEC was measured in chloride-treated samples. Increases in the concentration of all treatment solutions resulted in increases in the exchangeable ion concentration of the index cation used in the treatment solution (either Na+ or K+) and decreases in concentration of the other three exchangeable cations. In general, higher exchangeable sodium percentage (ESP) values were measured in samples treated with NaOH than samples treated with NaCl at all concentrations. Similarly, higher exchangeable potassium percentage (EPP) was measured in samples treated with KOH than samples treated with KCl at all concentrations. The higher ESP and EPP values recorded when hydroxide solutions were used as treatments are attributed to the newly generated negative charges being counter-balanced by the monovalent index cation present in the treatment solution. It is suggested that existing equations commonly used to predict ESP and EPP values are unsuccessful for accurately predicting changes when soils are treated with hydroxide solutions, due to their inability to account for the newly generated exchange sites. The equations did, however, adequately predict the effects of both chloride solutions on ESP and EPP.


2006 ◽  
Vol 43 (4) ◽  
pp. 370-391 ◽  
Author(s):  
Ho Young Jo ◽  
Craig H Benson ◽  
Tuncer B Edil

A three-compartment model was developed for simulating cation transport in bentonitic barrier layers that incorporates diffusion-controlled cation exchange among the mobile intergranular water (bulk pore water), immobile interparticle and interlayer water, and the montmorillonite mineral solid. Exchange on the external surfaces and interlayer region of montmorillonite is included. The model was evaluated for divalent-for-monovalent cation exchange in bentonite with experiments. A parametric study was conducted using the model to investigate factors affecting the time required to establish chemical equilibrium (i.e., completion of cation exchange) between the permeant liquid and thin layers of bentonite simulating geosynthetic clay liners (GCLs). Predictions obtained with the model were in general agreement with the data without calibration, except for Na concentrations in the effluent at very long times. Parametric simulations conducted with the model show that the time required to establish chemical equilibrium in GCLs is affected by the rate at which adsorbing cations are delivered to the pore space (affected by seepage velocity or influent concentration), the rate of mass transfer between the mobile and immobile liquid phases (controlled primarily by granule size of the bentonite), and the number of sites available for sorption (controlled by CEC and the dry density of the bentonite).Key words: bentonite, montmorillonite, exchange complex, diffusion, immobile liquid, interlayer.


2017 ◽  
Vol 31 (2) ◽  
pp. 1723-1730 ◽  
Author(s):  
Heather D. Willauer ◽  
Felice DiMascio ◽  
Dennis R. Hardy ◽  
Frederick W. Williams

2006 ◽  
Author(s):  
Javier Samper ◽  
Changbing Yang

Geosphere, April 2006, v. 2, p. 102-112, doi: 10.1130/GES00030.1. Animation 1 - Animation of reactive cation transport of Na+, K+, and Cl− in a random porous medium simulated with the reactive transport code CORE2D. The file size is 1.7 MB.


1994 ◽  
Vol 28 (11) ◽  
pp. 1957-1967 ◽  
Author(s):  
Chuni L. Chakrabarti ◽  
Yanjia. Lu ◽  
Denis C. Gregoire ◽  
Margaret H. Back ◽  
William H. Schroeder

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