Βιοτεχνολογικές μέθοδοι επεξεργασίας υγρών αποβλήτων ελαιοτριβείου

Abstract

Olive mill wastewater (OMW) is produced during the extraction of oil from the olive fruit by the traditional mill and press process. ΟΜW has a wide range of characteristics depending on the type of the mill and the type of olive and equipment employed. Most of the mills in Greece use a 3-phase extraction process. However, some of the newer ones use the 2-phase extraction process. Traditional mills are still present but to a limited extent. OΜW treatment and disposal has become a critical environmental problem in the Mediterranean area that accounts for approximately 95% of the world olive oil production. This is because of its high organic chemical oxygen demand (COD) concentration, and because of its resistance to biodegradation due to its high content in phenolic compounds. These compounds are responsible for its dark color, and its phytotoxic and antibacterial properties. Various physico-chemical methods have been proposed for treating OMW, including simple evaporation, flotation and settling, vaporization and use of selected membranes, neutralization with addition of H2SO4, oxidation by O3 and Fenton reagent, as well as reuse of the OMW by spreading onto agricultural soil as an organic fertilizer. As far as biological processes are concerned, anaerobic biological processes are particularly suitable because of their well known advantages related to energy and chemicals saving and to the low production of sludge, especially when it comes to treatment of high COD wastewaters. The seasonal nature of the operation of olive mills (typically November to February) is not a disadvantage for anaerobic processes because the observed decay rates for methanogens are very low and a digester can be easily restarted following several months of shut-down. Although anaerobic digestion may be in principle used for reducing the high organic content of OMW, the presence of compounds toxic to methanogens in OMW appears to be a significant problem for the anaerobic digestion of OMW. One approach to the problem has been to sufficiently dilute the OMW to reduce the concentration of phenolics and fatty acids. In this case, the possibility of prior solids removal needs to be examined. A second approach has been the use of aerobic pretreatment of OMW to remove compounds that are toxic to methanogenic consortia. In particular, a preceding aerobic treatment of OMW with white-rot fungi, has been proposed as the most suitable microbial pretreatment process for the selective removal of phenolics. The aim of the present study was to study the ability of the white rot fungus Pleurotus ostreatus under aseptic or non aseptic conditions to function in a novel trickling filter immobilized fungi bioreactor and to investigate the feasibility of alternative dilution and/or pretreatment processes for the anaerobic digestion of olive-mill wastewater in a stirred tank mesophilic digester. The anaerobic digestion of OMW in an anaerobic sequencing batch reactor (ASBR) and in a periodic anaerobic baffled reactor (PABR) was also studied. A novel fungi immobilization method proved very suitable for the development of an efficient pretreatment process for phenolics removal. Anaerobic digestion is the most effective process for the treatment of olive mill wastewater. However, dilution and/or some type of pretreatment are necessary to avoid toxicity of the phenolics on the methanogens. Thermal pretreatment followed by sedimentation to remove the solids content, on the other hand proved to be an undesirable type of pretreatment. Diluted 1:1 raw OMW on the other hand, without any solids removal, can be effectively treated at an HRT of 30d, securing a stable high biogas yielding operation. Biological pre-treatment with fungi may lead to a stable process at an HRT of 30d. Anaerobic digestion of OMW using an ASBR (anaerobic sequencing batch reactor) is feasible at an equivalent HRT of 30d with the advantage that it can treat nondiluted wastewater. Treatment in a PABR, however, is much more effective as it requires an order-of –magnitude lower HRT ( 3.75 d) and yields large amounts of biogas. The anaerobically treated effluent is still not suitable for disposal. A membrane process such as reverse osmosis may be effectively used to render the anaerobically treated wastewater readily disposable.