02222nas a2200241   4500008004100000022001400041245007800055210006900133260007300202300001200275490000800287520134600295653002001641653001901661653002101680653004901701653002001750100002301770700002501793700002401818700002601842856011201868       2009                        eng d  a0011-916400aDefluoridation of drinking water using chemically modified bentonite clay0 aDefluoridation of drinking water using chemically modified bento  aPO BOX 211, 1000 AE AMSTERDAM, NETHERLANDSbELSEVIER SCIENCE BVcDEC  a687-6930 v2493 a<p>Adsorption potential of metal oxide (lanthanum, magnesium and manganese) incorporated bentonite clay was investigated for defluoridation of drinking water using batch equilibrium experiments to gain insight of adsorption behavior, kinetics and mechanisms of adsorption of fluoride ion. The effect of various physicochemical parameters such as pH, adsorbent dose, initial fluoride concentration and the presence of interfering co-ions on adsorption of fluoride has been investigated. The 10%La-bentonite shows higher fluoride uptake capacity for defluoridation of drinking water as compared to Mg-bentonite, Mn-bentonite and bare bentonite clay. The uptake of fluoride in acidic pH was higher as compared to alkaline pH. The equilibrium adsorption data fitted reasonably well in both Langmuir and Freundlich isotherm models. It was also observed that in the presence of certain co-existing ions can have positive effect on removal of fluoride, while carbonate and bicarbonate anions show deleterious effect. The rate of adsorption was reasonably rapid and maximum fluoride uptake was attained within 30 min. The modified adsorbent material shows better fluoride removal properties for actual field water, which could be due to the positive effect of other co-ions present in the field water. (C) 2009 Elsevier B.V. All rights reserved.</p>10a10%La-bentonite10aDefluoridation10aKinetic modeling10aLangmuir and Freundlich adsorption isotherms10aWater treatment1 aKamble, Sanjay, P.1 aDixit, Priyadarshini1 aRayalu, Sadhana, S.1 aLabhsetwar, Nitin, K.  uhttps://library.ncl.res.in/content/defluoridation-drinking-water-using-chemically-modified-bentonite-clay-002255nas a2200241   4500008004100000022001400041245008500055210006900140260007400209300000900283490000800292520136100300653002501661653003701686653002201723653003001745100002601775700002201801700002601823700002401849700002301873856011701896       2013                        eng d  a0049-697900aDefluoridation of drinking water using pural (R) MG-20 mixed hydroxide adsorbent0 aDefluoridation of drinking water using pural R MG20 mixed hydrox  aVAN GODEWIJCKSTRAAT 30, 3311 GZ DORDRECHT, NETHERLANDSbSPRINGERcSEP  a17270 v2243 a<p>The potential ofmixed alumina-magnesia hydroxide adsorbent (PURAL (R) MG-20) for defluoridation of drinking water using batch and continuous mode of operations has been reported in the present article. Systematic adsorption experiments were carried out to elucidate the effects of different process parameters such as adsorbent dose, initial fluoride concentration, pH of the solution and effect of other ions (usually present in groundwater). These studies were aimed to understand the adsorption behaviour of the PURAL (R) MG-20 adsorbents. Fluoride adsorption by PURAL (R) MG-20 sorbent was found pH dependent. Maximum fluoride removal efficiency was observed in the range of pH 5-7. Langmuir isotherm described the data better than Freundlich and Temkin isotherm models and the adsorption capacity was found to be 5.62 mg g(-1) at initial fluoride concentration of 5.13 mg L-1, pH 7 and contact time 24 h. The kinetic result shows that the fluoride sorption follows pseudo-second-order kinetics. Column breakthrough studies were performed to test the performance of the adsorbent media at continuous mode of operation. Thus, it can be concluded that PURAL (R) MG-20 adsorbent can be used directly for field applications since it shows high fluoride uptake capacity under simulated drinking water conditions and it is also commercially available.</p>10aBreakthrough studies10aDefluoridation of drinking water10aKinetic modelling10aMixed hydroxide adsorbent1 aPatankar, Gaurang, V.1 aTambe, Amruta, S.1 aKulkarni, Bhaskar, D.1 aMalyshew, Alexander1 aKamble, Sanjay, P.  uhttps://library.ncl.res.in/content/defluoridation-drinking-water-using-pural-r-mg-20-mixed-hydroxide-adsorbent-0