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Control of a High Cell Density Anoxic Fermenter
AimTo determine whether nitrate, glutamate and counter ion concentration, as well as the tank level, can be adequately controlled. Background
Figure 1 Block Diagram of the fermenter system Denitrification, where nitrate or nitrite is reduced to nitric oxide, nitrous
oxide or nitrogen gas, is commonly used in waste water treatment as a feasible
and economical means of removing nitrates. Denitrification can occur either aerobically,
where oxygen is the terminal electron acceptor, or anoxically, where nitrate is
the terminal electron acceptor. One of the biggest problems with aerobic fermentation
is oxygen limited growth. Due to the low solubility of O2 in water and the reactor
broth, the growth rate of cells is often well below the maximum. Using anoxic
fermentation may overcome this problem as nitrates are liberally soluble in water. The ModelThe batch model consisted of 12 differential equations, 6 of which are ordinary differential equations. The model is valid for aerobic, anoxic and transient conditions and is taken from Kornaros and Lyberatos (1998). Carbon substrate, nitrate, nitrite and oxygen concentration, as well as cell mass, are accounted for. A block diagram (see Figure 1) and mass balances were used to adapt the batch equations into fed batch equations. The resulting equations were constructed in Matlab Simulink® and control loops added to determine if the nitrate, carbon substrate and counter ion concentrations could be adequately controlled while maintaining a fixed height. Conclusion
Figure 2: Effect of nitrate set point on error and fermentation time |
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© 2009 The University of Adelaide Last Modified 26/11/2009 Chem Eng Web Admin CRICOS Provider Number 00123M |