Alteration of moving bed sequencing batch reactor operational strategies for the enhancement of nitrogen removal from stabilized landfill leachate

2015 ◽  
Vol 57 (34) ◽  
pp. 15979-15988 ◽  
Author(s):  
Kui-Chew Tan ◽  
Chye-Eng Seng ◽  
Poh-Eng Lim ◽  
Chuan-Wei Oo ◽  
Jun-Wei Lim ◽  
...  
Keyword(s):  
Nitrogen Removal ◽  
Landfill Leachate ◽  
Sequencing Batch Reactor ◽  
Batch Reactor ◽  
Moving Bed ◽  
Operational Strategies

scholarly journals Performance of the anammox sequencing batch reactor treating synthetic and real landfill leachate

2018 ◽  
Vol 44 ◽  
pp. 00179 ◽  
Author(s):  
Mariusz Tomaszewski ◽  
Grzegorz Cema ◽  
Tomasz Twardowski ◽  
Aleksandra Ziembińska-Buczyńska
Keyword(s):  
Nitrogen Removal ◽  
Landfill Leachate ◽  
Sequencing Batch Reactor ◽  
Batch Reactor ◽  
Nitrogen Loading ◽  
Synthetic Wastewater ◽  
High Nitrogen ◽  
Removal Capacity ◽  
Anammox Activity ◽  
Anammox Process

The anaerobic ammonium oxidation (anammox) process is one of the most energy efficient and environmentally-friendly bioprocess for the treatment of the wastewater with high nitrogen concentration. The aim of this work was to study the influence of the high nitrogen loading rate (NLR) on the nitrogen removal in the laboratory-scale anammox sequencing batch reactor (SBR), during the shift from the synthetic wastewater to landfill leachate. In both cases with the increase of NLR from 0.5 to 1.1 – 1.2 kg N/m3d, the nitrogen removal rate (NRR) increases to about 1 kg N/m3d, but higher NLR caused substrates accumulation and affects anammox process efficiency. Maximum specific anammox activity was determined as 0.638 g N/g VSSd (NRR 1.023 kg N/m3d) and 0.594 g N/g VSSd (NRR 1.241 kg N/m3d) during synthetic and real wastewater treatment, respectively. Both values are similar and this is probably the nitrogen removal capacity of the used anammox biomass. This indicates, that landfill leachate did not influence the nitrogen removal capacity of the anammox process.

Operational strategies for nitrogen removal in granular sequencing batch reactor

2011 ◽  
Vol 189 (1-2) ◽  
pp. 342-348 ◽  
Author(s):  
Fang-yuan Chen ◽  
Yong-Qiang Liu ◽  
Joo-Hwa Tay ◽  
Ping Ning
Keyword(s):  
Nitrogen Removal ◽  
Sequencing Batch Reactor ◽  
Batch Reactor ◽  
Operational Strategies

Nitrogen removal optimization in a sequencing batch reactor treating sanitary landfill leachate

2007 ◽  
Vol 42 (6) ◽  
pp. 757-765 ◽  
Author(s):  
Alessandro Spagni ◽  
M. Cristina Lavagnolo ◽  
Carlotta Scarpa ◽  
Paola Vendrame ◽  
Andrea Rizzo ◽  
...  
Keyword(s):  
Nitrogen Removal ◽  
Landfill Leachate ◽  
Sequencing Batch Reactor ◽  
Batch Reactor ◽  
Sanitary Landfill ◽  
Sanitary Landfill Leachate

Nitrogen removal from medium-age landfill leachate via post-denitrification driven by PHAs and glycogen in a single sequencing batch reactor

2014 ◽  
Vol 169 ◽  
pp. 773-777 ◽  
Author(s):  
Zhongming Li ◽  
Shuying Wang ◽  
Weitang Zhang ◽  
Lei Miao ◽  
Tianhao Cao ◽  
...  
Keyword(s):  
Nitrogen Removal ◽  
Landfill Leachate ◽  
Sequencing Batch Reactor ◽  
Batch Reactor

Biological phosphorus and nitrogen removal in a sequencing batch moving bed biofilm reactor

2001 ◽  
Vol 43 (1) ◽  
pp. 233-240 ◽  
Author(s):  
H. Helness ◽  
H. Ødegaard
Keyword(s):  
Nitrogen Removal ◽  
Sequencing Batch Reactor ◽  
Batch Reactor ◽  
Phosphorus Uptake ◽  
Complete Removal ◽  
Biofilm Reactor ◽  
Moving Bed Biofilm Reactor ◽  
Moving Bed ◽  
Activated Sludge Processes ◽  
Biological Phosphorus

Biological phosphorus and nitrogen removal in biofilm processes have a potential advantage compared to activated sludge processes, because of less vulnerability with respect to sludge loss and because biofilm processes, in general, are more compact with a smaller footprint. Experiments have been carried out in a moving bed biofilm reactor operated as a sequencing batch reactor (SBR), with simultaneous nitrification, phosphorus uptake and denitrification in the aerobic phase. In order to achieve good phosphorus and nitrogen removal, the length of the anaerobic period should be tuned to achieve near complete removal of easily biodegradable COD in the anaerobic period, and the length of the aerobic period should be long enough for complete nitrification. The total COD-loading rate must be at the same time be kept high enough to achieve a net growth of biomass in the reactor.

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