Process Design and Application of Aerobic Hybrid Bioreactor in the Treatment of Municipal Wastewater

Hybrid bioreactor having both suspended-growth and
attached-growth bacteria is found a novel and excellent bioreactor
system for treating the municipal wastewater containing inhibitory
substrates too. In this reactor a fraction of substrate is used by
suspended biomass and the remaining by attached biomass resulting
in the competition between the two growths for the substrate. The
combination of suspended and attached growth provides the system
with enhanced biomass concentration and sludge age more than those
in ASP. Similar to attached growth system, the hybrid bioreactor
ensures considerable efficiency for treating toxic and refractory
substances in wastewater. For the process design of hybrid bioreactor
a suitable mathematical model is required. Although various
mathematical models were developed on hybrid bioreactor in due
course of time in earlier research works, none of them was found
having a specific simplified solution of the corresponding models and
without having any drawback. To overcome this drawback authors
already developed a simplified mathematical model for process
design of a hybrid bioreactor. The present paper briefly highlights on
the various aspects of process design of an aerobic hybrid bioreactor
for the treatment of municipal wastewater.





References:
[1] Artiga. P et al., “An innovative biofilm-suspended biomass hybrid
membrane bioreactor for waste water treatment”, November 2004, pp
171-179
[2] Bhargava. R et al., “Mathematical model for the biofilm-activated sludge
reactor”, April 2005, pp 557- 562
[3] Boltz J. P. et al. (2009), “Modeling Integrated Fixed-Film Activated
Sludge and Moving-Bed Biofilm Reactor Systems I: Mathematical
Treatment and Model Development”, Water Environment Research,
81(6), pp. 555-575.
[4] Fadel, M. El, Ibrahim, A. Abou and Ayoub, G., (2002) “Aerobic hybrid
growth process modeling: A parametric sensitivity analysis”,
Proceedings of International Symposium on Environmental Pollution
Control and Waste Management, Tunis (EPCOWM 2002), pp. 333-348.
[5] Fouad, Moharram, Bhargava, Renu, (2005) “A simplified model for the
steady-state biofilm–activated sludge reactor”, Journal of Environmental
Management, 74, pp. 245-253.
[6] Gebara, Fadi, (1999) “Activated sludge biofilm waste water treatment
system”, Water Res., Vol.33, No1, pp. 230-238.
[7] Heath, Steven, Wirtel and Rittmann, (1990) “Simplified design of
biofilm processes using normalized loading curve”, Research Journal
WPCF, Vol 62, No2, pp. 185-191
[8] Kim. R. Byung and Suidan. T. Makram, (1989) “Approximate algebraic
solution for a biofilm model with the monod kinetic expression”, Wat
Res, Vol 23, No12, pp. 1491-1498
[9] Li Chao et al., “Municipal waste water treatment in a new type biocareer
reactor”, 2011, pp- 962-967
[10] Lee, Chi-Yuan, (1992) “Model for Biological Reactors Having
Suspended and Attached Growths”, Journal of Environmental Engg, Vol
118, No.6, pp. 982-987
[11] Saez. P. B and Rittmann. B. E, (1991), “Accurate Pseudo analytical
solutions for steady state biofilm, Biotechnology and Bioengg”, Vol 39,
pp. 790-793
[12] Sarkar. S and Mazumder. D, (2015), “Development of a Simplified
Model for Aerobic Hybrid Bioreactor treating Carbonaceous Organic
Matter, Submitted to Journal of Environmental Engineering, ASCE.
[13] Sarkar. S and Mazumder. D, (2015) “Development of kinetics of
wastewater treatment in the aerobic Hybrid Bioreactor, submitted to the
international conference of Warangal.
[14] Sriwiriyarat Tongchai et al., (2005), “Computer Program Development
for the Design of Integrated Fixed Film Activated Sludge Wastewater
Treatment Processes”, Journal of Environmental Engg, Vol 131, No.11,
pp.1540-1549.
[15] Trapani Daniel D, Christensso M and Odegaard H, (2011)
“Hybrid/activated sludge /biofilm process for the treatment of municipal
waste water”, Water Sci Technol.; 63(6):1121-9, doi:
10.2166/wst.2011.350.