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Broth containing 20 mg/L fluoride was selected due to the reason that maximum fluoride concentration in contaminated groundwater was observed to be 19.2 mg/L.
The mean maximum fluoride concentration attained during the 4 hour observation period was 1.86 μmol/L at 3.0 h after application of DSF.
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Five isolates were able to withstand maximum fluoride concentrations up to 250 mg/L.
The minimum, maximum, and average fluoride concentrations in the different regions have been presented in Table 2 and Fig. 2.
The fluoride concentration of the maximum water sample are within the permissible.
At few locations, fluoride concentration exceeds the maximum permissible limit of 1.5 mg/L during both the seasons (6.4, 4.0 % in PRE-M and POST-M season).
Anodization of Ti foil for 97.78 min using voltage of 39.11 V and 0.42 wt% ammonium fluoride concentration will obtain maximum discharge time of 43.69 s and specific capacitance of 145.6 uF cm− 2.
USEPA has set a maximum contaminant level (MCL) and also maximum contaminant goal limit (MCLG) of 4 mg/L for fluoride concentration in the drinking water.
Thakre et al. (2010) documented that the Mg2+-incorporated bentonite works effectively over a wide range of pH and showed a maximum fluoride removal capacity of 2.26 mg g−1 at an initial fluoride concentration of 5 mg L−1, which was much better than the raw bentonite.
Maximum removal of 82% was achieved when the initial fluoride concentration was 20 mgL−1 at pH 7 and 37 °C temperature with dextrose and nitrogen concentrations of 5 and 4 g per 50 mL respectively.
It was noticed that maximum fluoride removal occurred at pH 6.15 and increased with increase in time and initial fluoride concentration.
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