trickling biofilter
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2021 ◽  
Vol 1 (19) ◽  
pp. 273-275
Author(s):  
O. Ponamoreva

Yeast cells were immobilized in a matrix made of tetraethoxysilane (TEOS) and methyltriethoxysilane (MTES) by one-step sol-gel route of synthesis in the presence of polyethylene glycol (PEG) or polyvinyl alcohol (PVA). . A trickling biofilter with and without active aeration was designed using entrapped yeast cells to treat methanol polluted wastewater.


2020 ◽  
Vol 184 ◽  
pp. 109380
Author(s):  
Mojtaba Fasihi ◽  
Mohammad Hassan Fazaelipoor ◽  
Mashallah Rezakazemi

RSC Advances ◽  
2020 ◽  
Vol 10 (40) ◽  
pp. 23782-23791
Author(s):  
Bowei Zhao ◽  
Fei Xie ◽  
Xiao Zhang ◽  
Xiuping Yue

Trickling biofilters (TFs) allow for a simultaneous nitrification and denitrification (SND) process, and offer a favorable solution for the treatment of swine-wastewater digested liquid due to their simple operation and low cost.


2019 ◽  
Vol 7 (1) ◽  
pp. 59
Author(s):  
Hayder M. Issa

Satisfactory effluent characteristics are indispensable to evaluate the performance of any wastewater treatment plant (WWTP) design. Dynamic simulation software has a great role in pursuing this objective, in which an efficient and cost-effective design is constantly performed. In this study, a dynamic simulator sewage treatment operation analysis over time (STOAT) has been used under certain influent conditions to optimize design possibilities for modifying an existing primary WWTP College of Engineering Wastewater Treatment Plant (COEWWTP) at Erbil, Kurdistan, Iraq. The optimization was established on the basis of total suspended solids (TSS) and biochemical oxygen demand (BOD) characteristics in the effluent. Two alternative design schemes were proposed; trickling biofilter and aeration basin. In the dynamic simulation for the investigated design schemes, the predicted effluent profile showed that each of the existing and trickling biofilter processes has failed to correspond to the valid effluent limitation, whereas predicted results of the aeration basin exhibited an effluent profile that meets TSS and BOD allowable limits. Different simulation models have been implemented by STOAT to simulate treatment processes in studied design approaches: ASAL 1 model; BOD model; BOD semi-dynamic model; and SSED 1 model. This study offers an additional understanding of WWTP design and facilitates the application of dynamic simulators as tools for wastewater treatment development in Kurdistan.


2019 ◽  
Vol 655 ◽  
pp. 529-538 ◽  
Author(s):  
Hugo Porté ◽  
Panagiotis G. Kougias ◽  
Natalia Alfaro ◽  
Laura Treu ◽  
Stefano Campanaro ◽  
...  

2015 ◽  
Vol 37 (10) ◽  
pp. 1265-1275 ◽  
Author(s):  
Bowei Zhao ◽  
Jiangzheng Li ◽  
Gerardo Buelna ◽  
Rino Dubé ◽  
Yann Le Bihan

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