Biotreatment of Industrial Effluents

The basic design parameters for various types of reactors are as follows;
Batch Reactor
| (4-1) | |
Continuously Stirred Tank Reactor
| (4-2) | |
The Monod Chemostat is an extension of the continuously stirred tank reactor (CSTR) model, which considers both substrate utilization and the cell growth.
The cell balance is
| (4-3) | |
where D = V/q o. If the number of cells entering the reactor is approximately 0, then
| (4-4) | |
The substrate balance is given by
| (4-5) | |
where ? is the specific growth rate and is given by the Monod equation,
| (4-6) | |
This leads to equations for exit substrate and cell concentrations, respectively,
| (4-7) | |
| (4-8) | |
CSTR with Recycle
| (4-9) | |
Plug Flow Reactor
| (4-10) | |
In this mode of operation there is no outflow, but after the initial reactor charge, nutrient(s) addition is intermittent, causing the substrate concentration and reactor volume to vary with time.
| (4-11) | |
A sequential batch reactor operates in the fed batch mode; both concentration and reactor volume vary with time.
In this method the feed to the reactor is constant, leading to a constant substrate concentration inside the reactor (i.e., dS/dt = 0).
The performance of a biotower (a tall biotrickling filter with well-structured packing that uses a modular plastic media, leading to high porosity) is given by the following correlation:
| where Q = | hydraulic loading rate, m 3/m 2 min |
| k = | treatability constant, a function... |