@article{mota_ridenoure_cheng_reyes_2005, title={High levels of nitrifying bacteria in intermittently aerated reactors treating high ammonia wastewater}, volume={54}, ISSN={["1574-6941"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-26244460968&partnerID=MN8TOARS}, DOI={10.1016/j.femsec.2005.05.001}, abstractNote={Changes in the fractions of ammonia-oxidizing bacteria and nitrite-oxidizing bacteria in two laboratory-scale reactors were investigated using 16S rRNA probe hybridizations. The reactors were operated in intermittent aeration mode and different aeration cycles to treat anaerobically digested swine wastewater with ammonia concentrations up to 175 mg NH3-N/L. High ammonia removals (>98.8%) were achieved even with increased nitrogen loads and lower aeration: non-aeration time ratios of 1 h:3 h. Nitrosomonas/Nitrosococcus mobilis were the dominant ammonia-oxidizing bacteria in the reactors. Nitrospira-like organisms were the dominant nitrite-oxidizing bacteria during most of the investigation, but were occasionally outcompeted by Nitrobacter. High levels of nitrifiers were measured in the biomass of both reactors, and ammonia-oxidizing bacteria and nitrite-oxidizing bacterial levels adjusted to changing aeration: non-aeration time ratios. Theoretical ammonia-oxidizer fractions, determined by a mathematical model, were comparable to the measured values, although the measured biomass fractions were different at each stage while the theoretical values remained approximately constant. Stable ammonia removals and no nitrite accumulation were observed even when rRNA levels of ammonia oxidizers and nitrite-oxidizers reached a minimum of 7.2% and 8.6% of total rRNA, respectively. Stable nitrogen removal performance at an aeration: non-aeration ratio of 1 h:3 h suggests the possibility of significant savings in operational costs.}, number={3}, journal={FEMS MICROBIOLOGY ECOLOGY}, author={Mota, C and Ridenoure, J and Cheng, JY and Reyes, FL}, year={2005}, month={Nov}, pages={391–400} } @inproceedings{head_mota_ridenoure_reyes f. l._cheng_2005, title={Intermittent aeration for nitrogen removal from high-ammonia wastewater through nitrification and denitrification in a single reactor}, booktitle={2005 Animal Waste Management Symposium (Research Triangle, NC)}, author={Head, M. A. and Mota, C. R. and Ridenoure, J. A., III and Reyes F. L. and Cheng, J. J.}, year={2005} } @inproceedings{head_mota_ridenoure_l._cheng_2005, title={Nitrogen Removal from Anaerobically Pretreated Swine Wastewater in an Intermittent Aeration Process}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-70349157669&partnerID=MN8TOARS}, DOI={10.13031/2013.19488}, abstractNote={Intermittent aeration (IA) process was investigated for nitrogen removal from anaerobically pretreated swine wastewater (APTSW) that contained a high concentration of ammonium (average 265 mgNH4- N/l) and a low sCOD (soluble chemical oxygen demand)/N ratio (average 1.4). Nitrogen removal from the APTSW was achieved through nitrification and denitrification in a single, semi-continuously fed reactor that was operated with alternation of aeration and non-aeration at room temperature (23oC). To optimize the IA process, different Aeration:Non-Aeration (ANA) ratios and cycle lengths were used in the reactors as follows: Reactor A, l hour : 1 hour; Reactor B, 1 hour : 3 hours; Reactor C, 0.5 hour : 1.5 hours; Reactor D, 0.5 hour : 2 hour; Reactor E, 1 hour : 4 hours; Reactor F, 1 hour : 5 hours; and Reactor G, 1 hour : 6 hours. The hydraulic retention time (HRT) and mean cell residence time (MCRT) for the reactors were 3 and 20 days, respectively. Over 79 % ammonium was removed in all of the reactors. The reactor with the highest ANA ratio (Reactor A) achieved the highest NH3-N removal (99%), while the reactor with the longest non-aeration period (Reactor F) achieved the highest total nitrogen removal (83%). It was found that nitrogen removal was achieved through nitrate denitrification in Reactors A, B, C, and D, but it was via nitrite reduction in Reactors E and F. The high nitrogen removal efficiency indicated that the required organic carbon must have been obtained from the solubilization of solids contained in the influent or from microbial decay byproducts. The substantially higher denitrification rates observed in Reactors E and F were likely due to the decreased sCOD requirements for nitrogen removal via nitrite versus those required via nitrate.}, booktitle={2005 Tampa, FL July 17-20, 2005}, publisher={American Society of Agricultural and Biological Engineers (ASABE)}, author={Head, M. A. and Mota, C. R. and Ridenoure, J. A. and L., Reyes F. and Cheng, J. J.}, year={2005} } @article{head_ridenoure_mota_reyes f. l._cheng_2005, title={Using intermittent aeration to remove nitrogen from swine wastewater}, volume={4}, number={4}, journal={Industrial Wastewater}, author={Head, M. A. and Ridenoure, J. A. and Mota, C. R., III and Reyes F. L. and Cheng, J. J.}, year={2005}, pages={9–12} } @inproceedings{mota_ridenoure_cheng_reyes f. l._2004, title={Effects of aeration cycles on populations of nitrifying bacteria and nitrogen removal in intermittently-aerated reactors}, booktitle={77th Annual Technical Exhibition and Conference : the water quality event : Ernest N. Morial Convention Center, New Orleans, Louisiana, USA, October 2-6, 2004}, author={Mota, C. R. and Ridenoure, J. A. and Cheng, J. and Reyes F. L.}, year={2004} } @inproceedings{ridenoure_head_mota_reyes f. l._cheng_2004, title={Optimization of intermittent aeration for nitrogen removal from swine wastewater}, booktitle={77th Annual Technical Exhibition and Conference : the water quality event : Ernest N. Morial Convention Center, New Orleans, Louisiana, USA, October 2-6, 2004}, author={Ridenoure, J. A. and Head, M. A. and Mota, C. R. and Reyes F. L. and Cheng, J.}, year={2004} }