PL401102A1 - Method for the wastewater mechanical and biological treatment - Google Patents
Method for the wastewater mechanical and biological treatmentInfo
- Publication number
- PL401102A1 PL401102A1 PL40110212A PL40110212A PL401102A1 PL 401102 A1 PL401102 A1 PL 401102A1 PL 40110212 A PL40110212 A PL 40110212A PL 40110212 A PL40110212 A PL 40110212A PL 401102 A1 PL401102 A1 PL 401102A1
- Authority
- PL
- Poland
- Prior art keywords
- wastewater
- mechanical
- treatment
- biological
- biological treatment
- Prior art date
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Activated Sludge Processes (AREA)
- Water Treatment By Sorption (AREA)
Abstract
Przedmiotem wynalazku jest sposób oczyszczania ścieków metodą mechaniczno-biologiczną, mającą zastosowanie w oczyszczaniu ścieków zawierających trudno biodegradowalne związki o charakterze ksenobiotyków. Sposób oczyszczania ścieków charakteryzuje się tym, że po oczyszczaniu mechanicznym i korzystnie oczyszczaniu chemicznym a przed oczyszczaniem biologicznym ścieki oczyszcza się dwustopniowo. Osad nadmierny po przejściu z reaktora biologicznego oraz kolejno przez co najmniej jeden osadnik wtórny zagęszcza się w urządzeniu do zagęszczania do zawartości suchej masy od 40 do 300 g/dm3 i recyrkuluje się go do dozownika osadu, skąd rozdzielając go na dwa strumienie podaje się go do dwóch reaktorów.The subject of the invention is a method of wastewater treatment by a mechanical-biological method, applicable in wastewater treatment containing hard-biodegradable xenobiotics. The method of wastewater treatment is characterized by the fact that after mechanical and preferably chemical treatment and before biological treatment, the wastewater is treated in two stages. Excessive sludge after passing from the biological reactor and subsequently through at least one secondary settler is concentrated in a compaction device to a dry matter content of 40 to 300 g / dm3 and it is recirculated to the sludge dispenser, from where it is divided into two streams, it is fed to two reactors.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL401102A PL235607B1 (en) | 2012-10-08 | 2012-10-08 | Method for the wastewater mechanical and biological treatment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL401102A PL235607B1 (en) | 2012-10-08 | 2012-10-08 | Method for the wastewater mechanical and biological treatment |
Publications (2)
Publication Number | Publication Date |
---|---|
PL401102A1 true PL401102A1 (en) | 2014-04-14 |
PL235607B1 PL235607B1 (en) | 2020-09-21 |
Family
ID=50442147
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PL401102A PL235607B1 (en) | 2012-10-08 | 2012-10-08 | Method for the wastewater mechanical and biological treatment |
Country Status (1)
Country | Link |
---|---|
PL (1) | PL235607B1 (en) |
-
2012
- 2012-10-08 PL PL401102A patent/PL235607B1/en unknown
Also Published As
Publication number | Publication date |
---|---|
PL235607B1 (en) | 2020-09-21 |
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