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Mulch tower treatment system for greywater reuse Part II: destructive testing and effluent treatment
Publikováno v:
In Desalination 2009 242(1):57-69
Publikováno v:
In Desalination 2009 242(1):38-56
Mulch tower treatment system for greywater reuse Part II: destructive testing and effluent treatment
The mulch tower (MT) system described in Part I was tested to failure to determine its range of operating conditions. An increase in the influent temperature led to a statistically significant release of components of the chemical oxygen demand (COD)
Externí odkaz:
http://hdl.handle.net/10962/71547
A mulch tower (MT) system for greywater treatment is introduced in this paper. Materials used to assemble the MT system included mulch, coarse sand, fine and coarse gravel. Limited removal efficiency of the MT system was demonstrated for alkalinity,
Externí odkaz:
http://hdl.handle.net/10962/71537
A combination of a submerged membrane bioreactor (SMBR) and a secondary digester was tested for the treatment of wine distillery wastewater (WDW). The experimental system, consisting of four individual reactors, was tested during a 30-days study. Buf
The effect of fungal pre-treatment using Trametes pubescens on the anaerobic digestion ultrafiltration treatment of wine distillery wastewater (WDW) was studied. The downstream biological treatment system, consisting of four individual reactors, was
Wine distillery wastewaters (WDW) are acidic and have a high content of potential organic pollutants. This causes high chemical oxygen demand (COD) values. Polyphenols constitute a significant portion of this COD, and limit the efficiency of biologic
Externí odkaz:
http://hdl.handle.net/10962/75896
The combination of fungal pre-treatment with Trametes pubescens and anaerobic digestion were tested for the removal of chemical oxygen demand (COD) and phenolic compounds from wine distillery wastewater. The COD removal efficiency after fungal pre-tr
Externí odkaz:
http://hdl.handle.net/10962/71740
Autor:
Burgess, Jo
Publikováno v:
Water SA; Vol 36, No 2 (2010): Young Water Professionals Special Edition; 157-158
No Abstract
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d845aba8ccde3093993d621fa4e26210
https://doi.org/10.4314/wsa.v36i2.183722
https://doi.org/10.4314/wsa.v36i2.183722