Optimization of a sequential anaerobic-aerobic treatment system to determin
e ideal reactor sizes for reduction of organic matter (COD) in fishing effl
uents to legal standards at minimal costs was performed. Calculations for t
he sequential degradation of effluents for a base case were carried out by
an objective function involving process optimization and investment-operati
on cost related to treatment yield in each reactor. Process optimization co
nsidering individual equipment volumes based on biological kinetics gave a
minimum total volume for a conversion yield of 0.77 in the anaerobic reacto
r. The objective function turned out a monotonous decreasing function withi
n the 0-85% conversion yield range of the anaerobic digester. The minimum t
otal cost was found at the superior limit (85%) of the conversion range. Ex
clusion of the anaerobic step increases by eight times the cost to reach th
e same level of COD reduction shown by sequential treatment. Experiments at
bench scale showed that this system reduces the COD of a base case effluen
t to 600 mg l(-1), but the final nitrogen content (810 mg l(-1)) remains fa
r above the legal limit (50 mg l(-1)).
Parametric sensitivity analysis showed that total annual cost is an increas
ing exponential function of the COD concentration, an increasing linear fun
ction of the energy cost, a decreasing linear function of the COD legal lim
it and is almost insensitive to oxygen cost. However, aerobic degradation i
s 27% cheaper by using oxygen instead of aeration.
Implementation of the sequential system requires an annual capital investme
nt of US$ 196,000 year(-1) and a discounted operation cost of US$ 138,000 y
ear(-1). The cost of a plant designed to comply with the COD legal limit (1
60 mg l(-1)) is relatively low as it would only increase the price of fishm
eal by 1.0% per tonne.