Mainstream Nitrogen and Dissolved Methane Removal through Coupling n-DAMO with Anammox in Granular Sludge at Low Temperature

Author(s):  
Sheng-Qiang Fan ◽  
Guo-Jun Xie ◽  
Yang Lu ◽  
Zhi-Cheng Zhao ◽  
Bing-Feng Liu ◽  
...  
2017 ◽  
Vol 08 (2) ◽  
pp. 61-70 ◽  
Author(s):  
Yao Chen ◽  
◽  
Jia-Yue Zhu ◽  
Yu Qin ◽  
Zhi-Min Zhang ◽  
...  

2001 ◽  
Vol 44 (4) ◽  
pp. 33-40 ◽  
Author(s):  
T. Elmitwalli ◽  
Gr. Zeeman ◽  
G. Lettinga

The results of research concerning the feasibility of anaerobic treatment of domestic sewage at low temperature are summarized in this article. The batch tests demonstrated a high biodegradability of domestic sewage at 20°C (74%). Both batch and continuous experiments for the treatment of domestic sewage showed that the removal of SS prior to anaerobic treatment of domestic sewage not only provides a stable reactor performance but also improves the removal of both colloidal (CODcol) and dissolved COD (CODdis). The results of the pre-treatment of domestic sewage in an anaerobic filter (AF) and an anaerobic hybrid (AH) reactor showed that the AF reactor is an efficient process for the removal of suspended COD (CODss), viz. 82%, at an HRT of 4 h and 13°C. The novel AF reactor consists of vertical sheets of reticulated polyurethane foam with knobs, where the biomass was only in attached form. For the treatment of pre-settled sewage at 13°C, the AH reactor, with granular sludge, showed a higher total COD (CODt) removal than the UASB reactor as a result of higher CODcol removal. Therefore, the performance of a two-step system, AF+AH (with granular sludge) reactor, was investigated with different HRTs at 13°C. For optimization of CODss and CODdis an HRT of 4+4 h is needed, while for optimization of CODcol removal an HRT of 4+8 h is required. A CODt removal of 71% was achieved with 60% conversion to methane from the removed CODt when the AF+AH system was operated at an HRT of 4+8 h at 13°C.


2008 ◽  
Vol 136 ◽  
pp. S670
Author(s):  
Ruiling Bao ◽  
Shuili Yu ◽  
Jiapei Wu ◽  
Yulan Wang ◽  
Xingtao Zuo

2011 ◽  
Vol 71-78 ◽  
pp. 2966-2969 ◽  
Author(s):  
Rui Ling Bao ◽  
Xiao Ju Yan ◽  
Shui Li Yu

To deeply understand the performance of denitrifying phosphorus removal by aerobic granular sludge at low temperature, an aerobic granular sludge sequencing batch reactor had been operated at 10±1°C. The results showed that the PHAs components synthesized by phosphorus accumulating organisms (PAOs) in granule sludge were affected by different types of carbon source in anaerobic period, and the release and uptake of phosphate were also influenced. It was indicated that the increased ratio of PHV to PHAs led to the increase of the utilization efficiency of nitrate by denitrification PAOs. When initial COD concentration in anaerobic period was lower than 300mg/L, it can effectively keep organic substrates from flowing into the following anoxic period which influenced the efficiency of denitrifying phosphorus removal. Inhibition of nitrite to denitrifying phosphorus removal was decreased due to biology film growth manner of aerobic granular sludge. The inhibitory concentration of nitrite to denitrifying PAOs was 60 mg/L.


2017 ◽  
Vol 326 ◽  
pp. 970-979 ◽  
Author(s):  
A. Silva-Teira ◽  
A. Sánchez ◽  
D. Buntner ◽  
L. Rodríguez-Hernández ◽  
J.M. Garrido

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