Potential use of solar energy for waste activated sludge treatment

2013 ◽  
Vol 6 (1) ◽  
pp. 82-91 ◽  
Author(s):  
Fares A. Al Momani
2014 ◽  
Vol 70 (1) ◽  
pp. 1-7 ◽  
Author(s):  
Mathijs Oosterhuis ◽  
Davy Ringoot ◽  
Alexander Hendriks ◽  
Paul Roeleveld

The thermal hydrolysis process (THP) is a sludge treatment technique which affects anaerobic biodegradability, viscosity and dewaterability of waste activated sludge (WAS). In 2011 a THP-pilot plant was operated, connected to laboratory-scale digesters, at the water board Regge en Dinkel and in cooperation with Cambi A.S. and MWH Global. Thermal hydrolysis of WAS resulted in a 62% greater volatile solids (VS) reduction compared to non-hydrolysed sludge. Furthermore, the pilot digesters could be operated at a 2.3 times higher solids loading rate compared to conventional sludge digesters. By application of thermal sludge hydrolysis, the overall efficiency of the sludge treatment process can be improved.


2020 ◽  
Vol 188 ◽  
pp. 109764 ◽  
Author(s):  
Jiawei Hu ◽  
Zhuo Li ◽  
Ai Zhang ◽  
Shun Mao ◽  
Ian R. Jenkinson ◽  
...  

2013 ◽  
Vol 25 (10) ◽  
pp. 2056-2064 ◽  
Author(s):  
Jingwen Yu ◽  
Mingxia Zheng ◽  
Tao Tao ◽  
Jiane Zuo ◽  
Kaijun Wang

Author(s):  
qizi fu ◽  
xuran liu ◽  
yanxin Wu ◽  
Dongbo Wang ◽  
Qiuxiang Xu ◽  
...  

Coagulants and flocculants have been widely used in various applications, especially in wastewater treatment and sludge dewatering, which result in their high accumulation in waste activated sludge (WAS). In the...


1998 ◽  
Vol 38 (2) ◽  
pp. 133-141 ◽  
Author(s):  
Zlatko Tonkovic

A research program was undertaken to establish the stability of waste activated sludge generated from seven activated sludge treatment plants, both nutrient removal and conventional, and determine what further treatment is required to produce a substantially stabilised (ie. non-odorous) sludge. It has been previously thought that waste activated sludge from extended aeration plants (sludge age of approximately 25 days) was sufficiently stabilised to permit dewatering and stockpiling without odour generation. However, experience at a number of treatment plants with large unaerated mass fractions for biological removal of nitrogen and phosphorus has demonstrated that these sludges are generally odorous. With the increasing requirement for on-site storage of sludge to remove pathogens prior to sludge re-use, odour generation from secondary sludges has the potential to pose significant environmental problems for many treatment plants. The objective of the research program was to quantify the degree of stabilisation achieved in various activated sludge treatment plants, what additional aerobic treatment is required to achieve a stabilised sludge and what are the readily identified characteristics of a stabilised sludge, including volatile solids content, specific oxygen uptake rate and pathogen destruction. The phosphorus leaching characteristics were also compared between various sludges and between continuous and intermittent aerobic digestion process.


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