Invertebrate community characteristics in biologically active carbon filter

2010 ◽  
Vol 22 (5) ◽  
pp. 648-655 ◽  
Author(s):  
Xiaowei Li ◽  
Yufeng Yang ◽  
Lijun Liu ◽  
Jinsong Zhang ◽  
Qing Wang
2002 ◽  
Vol 2 (2) ◽  
pp. 201-206
Author(s):  
J.C. Brown ◽  
V.L. Snoeyink ◽  
L.M. Raskin ◽  
J.C. Chee-Sanford ◽  
R. Lin

The removal of μg/L concentrations of perchlorate using biologically active carbon filtration (BAC) was investigated. Previous work has shown that BAC filtration can be a highly effective treatment process for the removal of perchlorate from drinking water. The work presented here demonstrated that perchlorate removal using BAC filtration can be inhibited by dissolved oxygen. It also showed that empty-bed contact time is a key process parameter that affects perchlorate removal in the BAC filter. Finally, it was demonstrated that BAC filtration is robust with respect to electron donor addition failure.


2011 ◽  
Vol 23 (5) ◽  
pp. 816-823 ◽  
Author(s):  
Beihai Zhou ◽  
Rongfang Yuan ◽  
Chunhong Shi ◽  
Liying Yu ◽  
Junnong Gu ◽  
...  

2020 ◽  
Vol 42 (4) ◽  
pp. 219-226
Author(s):  
S. K. Smolin ◽  
O. V. Zabnieva ◽  
Ya. S. Smolin ◽  
O. G. Shvydenko ◽  
L. R. Reshetnyak

1986 ◽  
Vol 18 (9) ◽  
pp. 137-146 ◽  
Author(s):  
B. Dalmacija ◽  
D. Miskovic ◽  
Z. Zivanov ◽  
O. Petrovic

A study has been done of the primary microbiolooical purification of mixed oil refinery and municipal wastewater using the active sludge process in a two-stage laboratory set-up. The advanced - secondary microbiological treatment of the mixed wastewaters was accomplished by using biologically active carbon. The highest total effect of the organic matter removal for both the primary and secondary microbiological treatment was achieved when the two wastewaters were mixed in the ratio 1:1, and it ranged from 97.7 to 99.2 %, The organic matter load in the effluent expressed as BOD5, was 0.3 - 5.7 mg O2/dm3. When conditions in the columns containing biologically active carbon were changed from aerobic into anaerobic ones, the denitrification bacteria were allowed to use the adsorbed organic matter as the substrate. In this way, the achieved nitrate removal was up to 72 %. It was found that active carbon had adsorbed the organic matter 1.37 - 2.10 times more than was its adsorption capacity, while the free surface degree was in the ranoe of 44.5 - 59.7 %. On the basis of the obtained results, the kinetic coefficients were calculated for both the primary and secondary microbiological treatment of the mixture of the oil refinery and municipal wastewaters. Finally, two alternatives of the technological procedure were proposed for such treatment.


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