Thermophilic anaerobic co-digestion of coffee grounds and excess sludge: long term process stability and energy production

RSC Advances ◽  
2015 ◽  
Vol 5 (34) ◽  
pp. 26452-26460 ◽  
Author(s):  
Wei Qiao ◽  
Shofie Mohammad ◽  
Kazuyuki Takayanagi ◽  
Yu-you Li

In this research, thermophilic anaerobic digestion of coffee grounds and sludge was carried out using a 12 liter continuously stirred tank reactor (CSTR) to identify the inhibitory factors and to evaluate the energy production.

2015 ◽  
Vol 186 ◽  
pp. 338-342 ◽  
Author(s):  
Lin Li ◽  
Lu Feng ◽  
Ruihong Zhang ◽  
Yanfeng He ◽  
Wen Wang ◽  
...  

2006 ◽  
Vol 53 (8) ◽  
pp. 253-261 ◽  
Author(s):  
M. Effenberger ◽  
J. Bachmaier ◽  
G. Garcés ◽  
A. Gronauer ◽  
P.A. Wilderer ◽  
...  

The potential of a mesophilic–thermophilic–mesophilic anaerobic digestion system was investigated with respect to improvement of both digestion and sanitation efficiencies during treatment of liquid cattle manure. The pilot plant produced a high methane yield from liquid dairy cattle manure of 0.24 m3 (kg VSfed)−1. Considering the low system loading rate of 1.4–1.5 kg VS (m3 d)−1, digestion efficiency compared to conventional processes did not appear improved. The minimum guaranteed retention time in the tubular thermophilic reactor was increased compared to a continuously stirred tank reactor. Levels of intestinal enterococci in raw liquid manure as determined with cultivation methods were reduced by 2.5–3 log units to a level of around 102 cfu/mL. This sanitizing effect was achieved both during mesophilic–thermophilic–mesophilic and thermophilic–mesophilic treatment, provided the thermophilic digester was operated at 53–55°C. A change in feeding interval from 1 h to 4 h did not significantly alter methane yield and sanitation efficiency. It was proposed that a two-stage, thermophilic–mesophilic anaerobic digestion system would be able to achieve the same sanitizing effect and equal or better digestion efficiency at lower costs.


2010 ◽  
Author(s):  
Nalwala Rohitbabu Gangadhar ◽  
Periyasamy Balasubramanian ◽  
Swapan Paruya ◽  
Samarjit Kar ◽  
Suchismita Roy

2005 ◽  
Vol 51 (12) ◽  
pp. 139-142 ◽  
Author(s):  
C.D. Houweling ◽  
L. Kharoune ◽  
A. Escalas ◽  
Y. Comeau

A mechanistic model has been developed to model ammonia removal in aerated facultative lagoons. Flow is modeled through the water column by a continuously stirred tank reactor and exchanges between the sludge layer and the water column are simulated by a solids separator. The biological model is based on an activated sludge model with reactions added for anaerobic bacterial growth and degradation of inert organic material. Results show that the model is able to predict seasonal variation in ammonia removal as well as sludge accumulation in the lagoons.


2020 ◽  
Vol 54 ◽  
pp. 72-84 ◽  
Author(s):  
John Ryue ◽  
Long Lin ◽  
Farokh Laqa Kakar ◽  
Elsayed Elbeshbishy ◽  
Abdullah Al-Mamun ◽  
...  

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