Anaerobic treatment of wastewater from a fish-canning factory in a full-scale upflow anaerobic sludge blanket (UASB) reactor

The start-up and optimisation of a 380 m(3) UASB reactor (Up-flow Anaerobic Sludge Blanket) treating wastewater from a fish-canning factory was carrie d out. At the beginning of the operation the Organic Loading Rate (OLR) was 1 kg COD/m(3).d. Then, the load was gradually increased in steps of 50% OL R until the final capacity of the system (4 kg COD/m(3).d) was achieved. Wastewater characteristics were highly dependent on the canned product (mus sel, tuna, sardines, etc.). In spite of that, a stable operation working at a hydraulic retention time (HRT) of 2 days was maintained. Total Alkalinit y CTA) always presented values higher than 3 g CaCO3/l, while the IA/TA rat io (Intermediate Alkalinity/Total Alkalinity) was always maintained lower t han 0.3. In order to improve granulation conditions, upward velocities from 0.5 to 0 .8 m/h were applied. The highest values caused the washout of non-granulate d biomass from the reactor, optimum operation being achieved at an upward v elocity of 0.7 m/h. (C) 1999 Published by Elsevier Science Ltd on behalf of the IAWQ. All rights reserved.