Method for the biological purification of wastewater
First Claim
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1. A method for biological purification of waste water, comprising:
- providing a biological filter within a biological purification reactor, said biological filter comprising a bacteria support medium constituting a packed bed of particles retained in a lower part of said reactor by a perforated retention ceiling against upward movement, said support medium comprising expanded particles having a bulk density of 35-65 kg/m3, a bulk specific gravity of 0.035-0.065, and a granulometric size of 2-6 mm;
passing water to be biologically purified upwardly through said reactor and through said packed bed of particles constituting said biological filter and simultaneously injecting oxygenated gas within said packed bed and passing said oxygenated gas upwardly in a co-current flow direction with said water to be biologically purified through said biological filter;
periodically backwashing said packed bed by using rapid outflow, in a counter-current flow direction, of the water treated and stored in an upper part of said reactor, said backwashing being carried out at a water outflow rate of 30-80 mh, and said injecting of oxygenated gas being maintained during said backwashing of said bed; and
periodically carrying out brief-miniwashing flushing operations to loosen suspended solids within said packed bed and enable a deeper penetration of impurities into said packed bed.
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Abstract
The water to be treated is sent in a co-current with oxygenated gas into an upflow reactor with a fixed bed of particles, and the bacteria support medium used comprises particles with a bulk density of 35 to 65 kg/m3. The reactor or biological filter (or reactors or biological filters in series) comprises or comprise: a zone for the densification of sludges; at least one oxygenated gas injection device; a zone of filtering material, a retention ceiling and a washing water storage zone with removal of the treated effluent. Application to the treatment of wastewater and water to be made fit for drinking purposes.
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2 Claims
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1. A method for biological purification of waste water, comprising:
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providing a biological filter within a biological purification reactor, said biological filter comprising a bacteria support medium constituting a packed bed of particles retained in a lower part of said reactor by a perforated retention ceiling against upward movement, said support medium comprising expanded particles having a bulk density of 35-65 kg/m3, a bulk specific gravity of 0.035-0.065, and a granulometric size of 2-6 mm; passing water to be biologically purified upwardly through said reactor and through said packed bed of particles constituting said biological filter and simultaneously injecting oxygenated gas within said packed bed and passing said oxygenated gas upwardly in a co-current flow direction with said water to be biologically purified through said biological filter; periodically backwashing said packed bed by using rapid outflow, in a counter-current flow direction, of the water treated and stored in an upper part of said reactor, said backwashing being carried out at a water outflow rate of 30-80 mh, and said injecting of oxygenated gas being maintained during said backwashing of said bed; and periodically carrying out brief-miniwashing flushing operations to loosen suspended solids within said packed bed and enable a deeper penetration of impurities into said packed bed. - View Dependent Claims (2)
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Specification
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Current AssigneeOTV SA SA
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Original AssigneeOTV
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InventorsRogalla, Franck
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Primary Examiner(s)CINTINS, IVARS C
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Application NumberUS07/850,610Time in Patent Office802 DaysField of Search210/617, 210/618, 210/150, 210/151, 210/620, 210/274, 210/275US Class Current210/618CPC Class CodesC02F 3/06 using submerged filtersY02W 10/10 Biological treatment of wat...
