Zr-N-codoped TiO2 nano-photocatalyst was prepared through sol-gel method using ammonia water and zirconium nitrate as the source of N and Zr, respectively. The resulting materials were characterized by X-ray diffraction (XRD), transmission electron microscopy (TEM), X-ray photoelectron spectroscopy (XPS) and ultraviolet-visible diffuse reflectance spectroscopy (UV-vis DRS). XRD results showed that codoping with Zr and N elements could greatly inhibit the phase transformation of TiO2 from anatase to rutile. XPS analysis indicated that Zr4+ was incorporated into the lattice of TiO2 through substituting titanium atoms. Meanwhile, N was also incorporated into the lattice of TiO2 through substituting oxygen atoms and existed in the form of N-Ti-O. DRS revealed that the light absorption edge of Zr-N-TiO2 was significantly red-shifted to visible region, leading to a narrower band gap and higher visible photocatalytic activity. The enhanced visible activity was attributed to the well anatase crystallite, intense light absorbance in visible region and narrow band gap.
This paper used a novel technology, BAF-SCAD, for the advanced nitrogen removal of wastewater after con. BAF stood for biological aerated filter and SCAD meant sulfur-ceramic autotrophic denitrification. The experimental results show that the BAF-SCAD system was successfully started after 2.5 months' starting up. With a NaHCO 3 dosage of 1 g/L, the BAF-SCAD system effectively removed the pollutants. Excellent nitrogen removal was achieved by nitrification in the BAF and denitrification in the SCAD. When the concentrations of NH 3 -N, NO 3 -N, TN in the influent were 10-20mg/L, 8-16mg/L, 25-30mg/L respectively, the concentrations of NH 3 -N and NO 3 -N in the effluent were below 1mg/L and the TN was 1-3 mg/L. The removal efficiency of NH 3 -N was above 95% and the removal efficiency of TN was above 90%. The COD removal efficiency of BAF was between 20%-30%, while COD in the effluent of SCAD increased slightly. The results showed a promising new approach for the biological denitrification of the secondary effluent of municipal wastewater treatment plant under low carbon source.
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