Liquid purification or separation – Processes – Treatment by living organism
Reexamination Certificate
2001-01-11
2002-05-21
Upton, Christopher (Department: 1724)
Liquid purification or separation
Processes
Treatment by living organism
C210S608000, C210S616000, C210S617000, C210S631000, C210S151000, C210S202000, C210S218000, C210S219000
Reexamination Certificate
active
06391202
ABSTRACT:
BACKGROUND OF THE INVENTION
The invention relates to a process and an apparatus for treating wastewater from oil plant processing and cereal processing, in particular wastewater from olive oil production (OMW—olive oil mill wastewater), which ensures a substantial reduction in the environmentally polluting wastewater constituents, with economic factors being taken into account.
The wastewater from oil plant processing and cereal processing, for example from rape seed mills, sunflower seed mills or olive oil mills, is distinguished by a high organic loading. A particular feature of these wastewaters is their very high suspended matter content, due to the inclusion of comminution in the production process with subsequent pressing or centrifugation. Oil plant mill wastewater is produced seasonally during harvest time, in the case of OMW between November and March. The wastewater may contain toxic constituents which make a biological treatment more difficult.
Oil plant mill wastewater treatment is carried out predominantly in agricultural and/or lightly industrialized areas. As a result certain economic requirements arise.
The literature presents processing and equipment solutions for treating OMW which are based on physical, chemical, biochemical and biological methods or combinations thereof.
EP 0441103 A1 describes treatment of the OMW by aerobic oxidation, subsequent cooling and subsequent filtration through siliceous sand or activated carbon.
In EP 0295722 A1, the OMW is atomized in a tower in countercurrent to unsaturated air and the resultant concentrate is fed to a drier. However, the general changes in the technology of oil production, accompanied by relatively large amounts of wastewater and associated smaller dry matter contents of the OMW, decreases the economic efficiency of this process.
EP 0520239 A1 describes the addition of oxidizing agent to OMW, optionally in association with enzymes.
In WO 96/05145, 300 liters of natural bentonite are admixed per m
3
of OMW and a solid substrate is thus produced.
In WO 95/32158, organic waste is fed to an anaerobic treatment. Previously, the waste is mechanically processed and heat-treated. Sludge produced is taken off. The pretreated waste is fed to a funnel-shaped heated vessel. Resultant liquid waste is discharged from the vessel, admixed with water and fed back to the vessel. Resultant biogas is withdrawn. This single-stage anaerobic process relates to the treatment of solid organic wastes.
DE 19703018 A1 describes a process for the anaerobic fermentation of sewage sludge. A principal feature in this case is the physicochemical deflocking of the sludge before, during and after the individual anaerobic fermentation stages, with the aim of more effective fermentation. The process attempts to optimize the fermentation of sewage sludge by dissolution processes and not to reduce wastewater constituents by phase separation and solids removal.
WO 97/47561 describes a process for treating highly polluted and/or toxic wastewaters including those from oil production. In addition to the provision of a number of physical and chemical treatment stages, the biological treatment is performed in one or more aerobic, anoxic reactors with at least partial recirculation with feed of oxygen and addition of bacteria. This process is distinguished by a large number of process steps and by the addition of oxygen, which can be assessed as highly energy intensive and, depending on the application, as uneconomic.
A research report by AVENI(Water Res. Vol. 19 (1985), No. 5, pp. 667, 669]) relates to the anaerobic treatment of OMW as a single-stage process using a conventional sludge-blanket reactor.
EP 0711732 A2 describes a UASB (upflow anaerobic sludge blanket) reactor for the anaerobic purification of wastewater. A UASB reactor is furnished with modules which can carry out the separation of the three phases biosludge, biogas and water. Specifically, a description is given of technical improvements of the installations and the geometry of previous constructions which relate to other patents. The sludge blanket biology, in comparison with the biofilm biology, has disadvantages with respect to the process stability, seasonal mode of operation and short startup phases. In addition, there is no reduction in the organic loading and toxic substances, with the consequence of wastewater dilution or uneconomic reactor volumes.
A publication by Gharsallah(Influence of dilution and phase separation on the anaerobic digestion of olive mill wastewater—Bioprocess Engineering 10 (1994) pp. 29-34]) relates to the anaerobic treatment of OMW. In this case a prominent role is played by characterizing the effects of wastewater dilution and spatial separation of the anaerobic degradation processes into an acidification step and a methane stage. A dilution of the wastewater by fresh water is beneficial for the biological degradation processes, but leads to an increased wastewater production with a certain residual dirt load in the system effluent. In addition, providing an additional water input can prove problematic in practice in olive-oil-producing countries.
Studies on a bubble-column reactor for treating OMW are described by Hamdi and Ellouz in(Bubble column fermentation of olive mill wastewater by Aspergillus niger—J. Chem. Tech. Biotechnol. 1992, pp. 54, 331-335]. The reactor design serves for the growth of the mold culture Aspergillus niger, with the use of carrier bodies, which is said to promote fermentation of the wastewater by eliminating toxic constituents. The studies are directed toward the pretreatment of OMW by the use of a special mold culture and not towards reduction of pollutant load.
In Kampanos (Crete—Greece) there already exists an industrial-scale pilot installation for the anaerobic treatment of OMW. In the single-stage process using a conventional sludge-blanket reactor, the wastewaters are homogenized and neutralized in the pretreatment. This is followed by a reservoir from which the anaerobic stage is fed uniformly. The sludge sedimented in the reservoir is fed separately to a biogas installation.
The processes and installations described in the literature for purifying or eliminating wastewater from oil plant processing are suitable only to a limited extent for a cost-effective, process-stable and effective pollutant load reduction and significant decrease in the pollution of the environment with utilization of the material and energetic potential of the oil plants.
Oxidative treatment processes are less suitable for treating wastewaters of oil plant processing owing to the high energy requirement. In addition, the energetic potential thereof is not exploited.
Problems in the case of the anaerobic processes and installations described in the literature are considered to be that no effective pretreatment accompanied with a significant reduction in the organic loading and toxic substances is carried out prior to the methane phase. In addition, the known anaerobic processes are assessed as process-unstable and unsuitable for seasonal mode of operation. Sufficient process stability can only be achieved by very large uneconomic reactor volumes. In addition, the known processes have long startup times.
The object underlying the invention is to develop a process and an installation using which higher physical, chemical, biochemical and biological elimination rates are possible in the treatment of wastewater from oil plant processing and cereal processing with the utilization of its material and energetic potential, taking into account economic requirements. Short startup is to be possible, due to the seasonal production of wastewater.
SUMMARY OF THE INVENTION
1st stage: Acidification and Phase Separation
The fresh wastewater to be treated is firstly subjected to a pretreatment step.
The biochemical processes of hydrolysis and acidification proceeding in an acidification step cause a cleavage of organic compounds in which, by changing the electrochemical potential, biogenic flocculation of the suspended wastewater constituents is s
Knobloch Michael
Koch Reinhard
Peukert Volkmar
Schmidt Andreas
Jordan and Hamburg LLP
Upton Christopher
LandOfFree
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