U.S. patents available from 1976 to present.
U.S. patent applications available from 2005 to present.

Biological wastewater purification with a downstream precipitation stage

Patent 5075007 Issued on December 24, 1991. Estimated Expiration Date: Icon_subject May 25, 2010. Estimated Expiration Date is calculated based on simple USPTO term provisions. It does not account for terminal disclaimers, term adjustments, failure to pay maintenance fees, or other factors which might affect the term of a patent.

Patent References

3440165

3440166

3623975

Process of preparing sewage sludge for dewatering
Patent #: 3947350
Issued on: 03/30/1976
Inventor: Cardinal, Jr.

Process for the disposal of sewage
Patent #: 4076620
Issued on: 02/28/1978
Inventor: Opferkuch, Jr. ,   et al.

Waste disposal treatment of calcium-containing organically loaded wastewaters Patent #: 4227998
Issued on: 10/14/1980
Inventor: Reimann

Inventors

Assignee

Application

No. 528508 filed on 05/25/1990

US Classes:

210/604, And reusing oxidant210/614, Controlling process in response to stream constituent or reactant concentration210/621, Recirculating to prior step210/627, Utilizing specific oxidant, other than air alone (e.g., oxygen-enriched air, ozone, peroxide, etc.)210/631, And additional treating agent other than mere mechanical manipulation (e.g., chemical, sorption, etc.)210/711, For recovery of a treating agent210/716, Including step of manufacturing inorganic treating agent210/906Phosphorus containing

Examiners

Primary: Wyse, Thomas G.

Attorney, Agent or Firm

International Class

C02F 003/26

Foreign Application Priority Data

1989-05-29 DE

Abstract

Wastewater containing impurities refractory to secondary treatment is first introducted into an aerobic biological treatment stage operating with an oxygen-enriched stream and subsequently into a precipitation stage where the biologically treated wastewater is combined with Ca(OH)2 to precipitate Ca(OH)2 CaCO3 sludge which adsorbs or occludes impurities. The clear liquid, separated from the resultant sludge, is passed to a second precipitation stage where it reacts with a CO2 and oxygen-containing waste gas at least in part from the aerobic biological treatment stage, thereby forming additional CaCO3. Waste gas withdrawn from the second precipitation stage, being enriched in oxygen is recycled to the aerobic biological treatment stage.

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